2014-12014 G (Plans)RIGHT OF WAY NOTE STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP /IMP NOTES STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES
OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS CONCRETE WASHOUT OWNER ✓qs
HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE ZEPHYR CUSTOM HOMES II, LLC A DELWARE LIMITED ASR
ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, LIABILITY COMPANY n ST
OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS. DRAIN SYSTEM. PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL n 2
POST A SIGN DESIGNATING THE WASHOUT LOCATION. 700 SECOND STREET, ENCINITAS, CA 92024 O G
DRAINAGE NOTE 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL (760) 580 -2508 n y G
NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. CONSTRUCTION SITE ACCESS O �y
NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT SITE ADDRESS SITE ? 0
2
TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP FACILITIES 849 & 859 NEPTUNE AVE, ENCINITAS, CA 92024 N
TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND /OR CORRUGATED STEEL /G -1 G
AN APPROVED DRAINAGE FACILITY. AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE PANELS /PLATES. APN: 256- 012 -03 & 256- 012 -18
FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP /IMP FACILITY G09
UTILITY NOTE AND /OR THE TURF /LANDSCAPED AREAS. LEGAL DESCRIPTION 2 �/
CONSTRUCTION VEHICLES � q o
SAN
COUNTY O S '0 B
A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES LOT 15 OF BLOCK 9, SOUTH COAST PARK NO. 2, IN THE � <!.
ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. DIEGO, STATE of CALIFORNIA, ACCORDING TO MAP THEREOF No. 1859, G O
UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP /BMP. FILED IN THE OFFICE of THE COUNTY RECORDER of SAN DIEGO m
GENERAL NOTES EROSION CONTROL COUNTY ON SEPTEMBER 21, 1925. TG
5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP /BMP AREA OR HAVE EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE m
LOT 16 AND THE SOUTH 1 FOOT OF LOT 17, IN BLOCK 9 OF SOUTH COAST
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, PARK NO. 2, IN THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, Gm
FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF IT TO AN ADEQUATE IMP /BMP. ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. ACCORDING TO THE MAP THEREOF NO. 1859, FILED IN THE OFFICE OF
ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR THE COUNTY RECORDER OF SAN DIEGO COUNTY ON SEPTEMBER 21,
REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR 6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. 1925 FGQ
INSPECTION. WITHOUT A PERMIT FROM THE CITY. Oq
DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL qST
2. THE SOILS REPORT TITLED " GEOTECHNICAL INVESTIGATION AND FOUNDATION DESIGN 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. OWNER'S CERTIFICATE
RECOMMENDATIONS FOR TWO PROPOSED RESIDENCES, 849 AND 859 NEPTUNE AVENUE, ENCINITAS, REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED.
CALIFORNIA" PREPARED BY ADVANCED GEOTECHNICAL SOLUTIONS DATED OCT. 30, 2013, AND REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN ZEPHYR CUSTOM HOMES II, LLC, A DELAWARE LIMITED LIABILITY COMPANY
UPDATE DATED , PROJECT# SHALL BE CONSIDERED AS A PART OF THIS GRADING 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS HEREBY CERTIFIES THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST
PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN UNNECESSARILY; THEY HELP DECREASE EROSION. HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING
SPECIFICATIONS CONTAINED IN SAID REPORT. IMPERVIOUS, NON - COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. VICINITY MAP
ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR
3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY OR SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL N.T.S.
EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE GRASSES TO SHIELD AND BIND THE SOIL.
AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. SIGNATURE: V'> \` DATE y C`�l i ENCINITAS
GRADING. THROUGH AN ADEQUATELY SIZED OIU GREASE SEPARATOR AND IS THEN FILTERED THROUGH A BRAD TERMINI
CITY- APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. MANAGER, ZEPHYR CUSTOM HOMES II, LLC
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE
PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REQUIRED FOR THIS STRUCTURE. ON -SITE CONSTRUCTION MATERIAL STORAGE SOILS ENGINEER'S CERTIFICATE
REPLACED OR REPAIRED TO CONDITION STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL
EXISTING PRIOR TO GRADING. I, JEFFREY CHANEY, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING
STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE
CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS SAN DIEGUITO WATER DISTRICT NOTES: SOIL CONDITIONS PREVA NT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON [o/Ajt; AND
KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. THIS OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL FOR AN UPDATE ON S � ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM HIS STUDY,
ENGINEER OR A LICENSED LAND 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE 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 WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I
SURVEYOR. STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS
V BE
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING 2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE TRAINING REPORT EN INCO RATED IN THE GRADING PLANS AND SPECIFICATIONS.
CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR
SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR SIGNED: 9__9
SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. NON - EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS
PROJECT. WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE RGE NO.:
14
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE FOR HUMAN AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM
OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON 3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES.
EXP. DATE: 6/30/15
SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR
PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON WASTE MANAGEMENT
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION MEETING HAS BEEN IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION JOB #: �W ['SOq -rsS
HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE ADVANCED GEOTECHNICAL SOLUTIONS
ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE - CONSTRUCTION MEETING SHALL BE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. 9707 WAPLES STREET SUITE 150, SAN DIEGO, CA 92121
SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE ANY (619) 708 -1649
EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED AROUND
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT WATER ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. STATEMENT OF ENGINEER OF WORK
WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. IF FACILITIES DO NOT MEET STANDARDS, DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES
ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE. WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH
AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. MANY CONSTRUCTION MATERIALS INCLUDING SOLVENTS WATER-BASED PAINTS VEHICLE FLUIDS BROKEN ASPHALT AND THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE
, , - , ,
5. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES. ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON - RECYCLABLE MATERIALS MUST BE TAKEN TO AN RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER
GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION" SHALL 6. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY
BE PROVIDED STATING: "THE GRADING UNDER PERMIT DIEGO GAS AND ELECTRIC VAULTS. MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND TO THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS
NO. 12014 -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE
GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE 7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS
FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING WAYS. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS
OPERATION. WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. SITE. THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY
PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER
12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS 8. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND
DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE JANUARY 1, 2010. IN PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER.
AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS SURFACES.
AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING PARTS. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST t G'
OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE SIGNATURE: DATE: t � F tY
SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE 9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED ENGINEER'S NAME
FOR THEIR INTENDED USE. WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC -17 OR WC -18. FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE LANDMARK CONSULTING
ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. 9555 GENESSEE AVENUE SUITE 200, SAN DIEGO, CA 92121 QFtOFESS /p� <
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE SPECIAL NOTES: 'W
DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID (858) 587 -8070
DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL BEST LANDSCAPE PRACTICES CHECKLIST RCE EXPIRES 6/30/16
MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT NOTIFICATIONS �O� _ Q n
DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 1. THE HOMEOWNER SHALL AVOID OVERSPRAY OF LANDSCAPE AREAS. m
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE r NO. 48153 m
2. THE HOMEOWNER SHALL PROVIDE AUTOMATIC WEATHER BASEWSMART' IRRIGATION X
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EARTHWORK DATA EXP. 6/30/16
CONTROLLER. EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY 4L
ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE STEEPEST EXISTING NATURAL SLOPE ON -SITE = 5' H : 2' V
MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S MAXIMUM VERTICAL DEPTH OF CUT = 2 SJ C / V
TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL 3. SPRAY /OVERHEAD IRRIGATION SHALL NOT BE USED WITHIN 2' OF HARDSCAPE AREAS. RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, MAXIMUM VERTICAL DEPTH OF FILL = 2 9TF F
GROUND, THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN 4. USE DRIP IRRIGATION WHERE EFFICIENT AND APPROPRIATE. FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: OF CALF
COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO A. SEWERS - CSD - (760)- 633 -2770 CUT= 413 C.Y. FILL= 413 C.Y.
5. THE HOMEOWNER SHALL SCHEDULE THE IRRIGATION SYSTEM TO PREVENT RUNOFF. B. GAS & ELECTRIC - SDGE - 760 -438 -6200
PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. ( ) EXPORT = 0 C.Y.
6. THE IRRIGATION SYSTEM SHOULD BE DESIGNED TO PROVIDE SEPARATE CIRCUITS PER C. WATER - SAN DIEGUITO WATER DISTRICT -1- 800 - 227 -2600 REMEDIAL= 882 C.Y. ( 2.5 ' REMOVAL AND RECOMPACTION UNDER AND 5 OUTSIDE OF BUILDING AREAS)
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH HYDROZONE. D. TELEPHONE - SBC BELL - (760) -489 -3411
SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL E. CABLE TV - COX COMMUNICATIONS - (760)- 806 -9809 X -2233
BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT 7. DESIGN AND MAINTAIN IRRIGATION SYSTEM NOT TO EXCEED MAWA.
AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT.
EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE 8. AN AGRICULTURAL SOIL TEST SHOULD BE PREPARED WITH RECOMMENDATIONS FOR PHONE: (760)- 633 -2770.
REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN APPROPRIATE SOIL AMENDMENTS.
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760)633 -2770. ALL WORK
ACCORDANCE WITH THE GRADING ORDINANCE.
9. THE HOMEOWNER SHOULD USE CLIMATE APPROPRIATE PLANT MATERIAL. PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. AS" 8[A l c
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED 10. THE HOMEOWNER SHOULD MINIMIZE TURF AND NOT USE IN AREAS LESS THAN 6' WIDE. IMPERVIOUS AREA
OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT
HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. 11. ALL LANDSCAPE SHRUB AND GROUNDCOVER AREAS SHALL RECEIVE MIN. 2" LAYER IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 6,300 SQFT
APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY BARK MULCH. IMPERVIOUS AREA AFTER CONSTRUCTION: 7,970 SQFT BMP PROJECT STATUS
ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. 12. ALL PLANTINGS SHALL BE GROUPED INTO HYDROZONES, LOW AND MODERATE WATER INCREASE IN IMPERVIOUS AREA: 1,670 SQFT
17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN USE PLANTS MAY BE GROUPED TOGETHER. IMPERVIOUS AREA REPLACED: 0 SQFT m4xx 4 /326"jc4 pqT( STANDARD
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 FIELD OPERATIONS PLANNING AND BUILDING PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT
PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO LEUCADIA WASTEWATER DISTRICT INFORMATION
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 SEE SHEET 4 OF GRADING PLAN FOR EROSION CONTROL NOTES, LEUCADIA j
THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE WASTEWATER NOTES, AND SEWER LATERAL TABLE. 1
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 ® �� u V Ll �l lO� /� v'f4-
TREE REMOVAL. SI DATE SIGN DATE OGO�2
DATE GN DATE IGN DATE
SIV/JATU E ExP1RBS 2YEAas Ar- TF.�.OnrB
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE LEUCADIA WASTEWATER DISTRICT DESIGNED BY: DRAWN BY: CHECKED BY: J. N. ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO.
AS' 0 u 2t !6 DESCRIPTION: 2.5" DISK (PT 1024) PUBLIC SEWER SYSTEM APPROVAL PLANS PREPARED UNDER SUPERVISION OF RECOMMENDE .�Qo APP GRADING PLAN FOR:
!( (• LOCATION: SE QUAD OF LEUCADIA BLVD. & APPROVED BY:LWD DISTRICT ENGINEER 849 & 859 NEPTUNE AVENUE
ORPHEUS AVE. IN S. S/W 3' FROM CURB. HORIZONTAL: 1" = 5' '/ DATE: `I ZS I �/
T� �� ! pA� MASIH MAHER GLENN PRUIM DIRECTOR OF ZEPHYR PARTNERS 12014 -G
RECORD FROM: CITY OF ENCINITAS l� Y� ° PUBLIC W RK DEPARTMENT
VERTICAL: 1" = 5'
STEPHEN ERI G, E RCE TE R.C.E. NO.: 48153
ELEVATION: 178.543 MARK A. BRENCICK 256- 012 -03 & 256- 012 -18
DATUM: NAVD88� ENGINEER'S NAME 10 4 f 3 1 1 4- �� �L„ y
FIR EXP DATE EXP.: 6/30/16 DATE DATE ' PLANNING CASE NO: 13 -216 & 13 -217 CDP SHEET 1 OF 4
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PER DOC. NO. 2014-0418902 89.4 TG 89.8
FO D
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x. FG 0 UM
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.82.2
90.34
IN ACE
r I qrl a FIG 83.5 TIN
FG
ZwZ 77�� FG' 5'TW- 81.1 BW
L It - Z.� * A?41 1-41�'
TER
-RAISED PLAN
- - - - - - - w-83. 0 BW
-925- w w w
�ET. WALL
92.2 DOWN
2t- L L-
90.4
�92.5
4' MA)� FS w w w w
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W
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S
PER LAND, CAPi 0
PLA EXIST. WALL TO-
.93.54 90.0 1.5' fF -
01\ Lee PVC 0.2' DF 85.84 0
BE REMOVED -HPIFL PROP. w
7.2 'FG $02�' 1 90.0 FG PROP. DOWNSPOUT
4
20' =90.40 DOWNSPOU PRIVATE 40
w FF FG
X cjo w ( W/ 4- TIE 2.7' DF RIP RA PAD=89.73 Y/ (Typ•) PVC ®6.7%
PROP. STEEL 90.25 TG TO MAIN Erq PISSIP,4 TOR 82.2
FIREPLACE 88.75 IE (TYP.) w wSDR D7-4O 83.0 TG
e.
JS OINLET NO. APJ\1 Wf
PATIO
C01jRTYARD----4 PROP S
EQUAL 849 NEPTUNE AVENUE
ro w w93.00w* 2558-0-12-03 FIREPLACE LID w
FF=92.50 SECOND FLOOR APN: 256-012-03 P4P. STEEL FIREPLACE AR A
0 F
20 w w LIVABLE AREA
FOO 21
w w 83.0 FG
*1 COND FLOOR FF= a, %
w 82.
PAD = 90.4 TPRINT LOT 15 14
w TFSa 89.00
- - - - - - - - 7 90�4 90.5 FF FOOTPRINT PAD=88.33 A
w FF=�P. 00 , vx"-�
WALKWAY PER w *1 EXIST. WALL TO 7� FS
PROP. 4' GATE w w
M LANDSCAPE PLAN BE REMOVED
N -Y VLKLU
C, D�CK 9)
FLO CONVENTIONALLY Qz LO
a. 92.50 FF=90.50 FIRST
I ( DOWN FO \,(CON VEN T/ 0
FS PAD=89.83 w
FRAMED) co
PRQP. 4' M 1 0
m 01
COURTYARD' WALL PER ---�' 'IV 1 0 m 2. DF w w .22.
4 1 ANhRrm� PL!y I ._ 14 91.96 01
(93.26) .0%, 8.6% .91.90 .1.2 0.
= 93.41 8G.2
< FS L - - - - - - - - w
FL rn I.. .< .. I FL, w U')
4,* FS. 4 4 7 V 4 FS/FL IFIRST FLOOR SECOND FLOOR
-84.5
FO w
EXIST. SWR LAT TO FG CONTOUR FOR-
MINOR CHANGES FOOTPRINT LIVABLE AREA FS, w w
BE PLUGGED AT THE 41 TIE SECOND FLOORI 0
FOOTPRINT
PROPERTY LINE & 4 FROM GRAD ',G�.. J,,,,-LIVABLE AREA w w
4 FOOTPRINT
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4 GAR (G E ?,\,REAR Y
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I �13 * * *.. . .5 1 PAD- 88.331 w
4
4. PAb=91.33 PROP. DOWNSPOUT w
PER LWD STANDARD w /FGj
PROP. 4" SEWER LAT (TYP. o. 4 0' STEM 84.56
PROP. .5' STEM 8-j 5 TIN
Ell -Z -r4, 1� SECOND STORY DOWNSPOUT WALL WALL w
cs �\-OUTDOOR DECK 2.5' STEM w 83.0 BIN
DRAWING NUMBER 93. 91.96
S-IZ S-25 (TYP.)
WALL 1.5' STEM ANNE-=
'FS WALL 83.5 TW
STA 10+05.00 .5' DF 88.8
(93.44) w w w DF WALL 878 C) rn w 81.3 BW
'S 91.74 w
FL w w w 61*f rk 1.0 7 IFL 22' DF w w
91.0 2' STEM GB /FL 88.0
L
FG 1FG
w FS/FL. ww w E w w w w w
w
I i '* - 9c w w WS� w w
w w w I �L� w , , .8.7 * - I
w 04 '10 55V FOUN
w w GBAFL w k7 F
t , w 0 A - 1.81 w * * - - - L
=93.50 92.0 0 w w w w
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IE=86.33 w FGP w 89 w
w 10)
w w w w w w 85 6� 7 PlACE
L w w w w w w IN
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9,1.
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w w w w w FL
EXIST.
pp
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IE MAIN=84.77 WATER FG CONTOUR FOR N740 16' 3b"E 134.31'
o
METER
GB /FL 92.05 MINOR CHANGES
FG FROM GRADING
70 06KADS EXI T. (TYP). FESS/
-TSkAU AND . 8 TOTAL LID AREA,
'a"VIL �, A WALL TO REMA LE ENDS
LWD pSq. NWAS A PAJ
,3 EXISTING LIND SMH LOT IMPERVIOUS AREA: 3727 SF
Ir- V14 ki- oal %g(,-%7 Al EXISTING PROP. LINE SIZE FACTOR: 0.09
#01-1J80
REQUIRED LID AREA: 335 SF
25.5-012-04 Uj PRELIMINARY
LU NO. 48153 m PROPOSED CONCRETE DRIVEWAY PROVIDED LID AREA: 340 SF
-Tf EXP. 6/30/16
LO A�100 01� EARTHWORK, PROPOSEDTU#tf AREAS TOTAL IMP AREA®
AT 6 P, /A A' tj V CU T.- 195 CYD
EX1S7. P'
FACE OF FILL: 195 CYD
DEEP ROOTED, DENSE, DROUGHT WALL OF CAQ LOT IMPERVIOUS AREA: 3727 SF
MONUMENT NOTE, 00 NET: 0 CYD PROPOSED WATER QUALITY J3$0nErFA1fjW SIZE FACTOR: 0.04
TOLERANT PLANTING SUITABLE GRATE INLET TW - REQUIRED IMP AREA: 149 $F
FOR WELL DRAINED SOIL (NDS 82 OR EQUAL) THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY MONUMENTAT70N MAX CUT /FILL HEIGHTS PROP. BLOCK WALL (RSD C-2) PROVIDED IMP AREA: 340 SF
8 AND /OR BENCHMARKS WHICH WILL BE DISTURBED OR DESTROYED BY CUT: 2' MAX MAX HEIGHT=5' W/ COMBINED FENCE
83.0 82.2 83 .0
FG FG TG 15, CONSTRUCTION. SUCH POINTS SHALL BE REFERENCED AND REPLACED FILL: .8' MAX 105.5-----, PROP. ELEVATION NOTE 1. ALL IMPERVIOUS ROOFTOP AREAS WILL
WITH APPROPRIATE MONUMENTA77ON BY A LICENSED LAND SURVEYOR BE DIRECTED TO IMP VIA ROOF GUTTER.
'Rope OR A REGISTERED CIVIL ENGINEER AUTHORIZED TO PRACTICE LAND DRAINAGE DIRECTION
12" MIN. 5 2.5 0 5 10 15 SURVEYING. A CORNER RECORD OR RECORD OF SURVEY (CR OR ROS), MAWA CALCULATION NOTE 2. THE EFFECTIVE AREA REQUIRED FOR
RETENTION AREA ENGINEERED SOIL 4 CALCULATED MAWA SWALE
HALL BE LEVEL AND 10" AS APPROPRIATE, SHALL BE FILED 13Y THE LAND SURVEYOR OR THE (MAXIMUM ALLOWABLE WATER ALLOWANCE) IMP AREAS SHALL BE LEVEL & DEPRESSED A
SURVEYOR'S DEPRESSED A MINIMUM REGISTERED CIVIL ENGINEER AS REQUIRED BY THE LAND DEEPENED FOOTING MINIMUM OF 10".
X =32,321.89 GALLONSIYEAR
SCALE: 1 "=5'
\ t��k V STEM WALL
�\'8-12" ACT.
OF 10" FROM 774E
PVC
SURROUNDING GRADE 00
CONSTRUCTION NQTEO, LO
(D C3
2-3" HARDWOOD PRIVATE 6" PVC 24" MIN F15 GRATE INLET (NDS 882 OR EQUAL) ALL EXISTING IMPROVEMENTS TO BE Z 04 0-0
w 10
MULCH REMOVED PRIOR TO CONSTRUCTION. 00
2 " -3„ CONNECTION TO
CONCRETE PVC STORM DRAIN (SIZE PER PLAN) 5 LL
318- GRAVE DITCH ERE 3' 3- WATER QUALITY NOTES 0)0)0
z
OCCURS PLAN AC EXIST. ASPHALT CONCRETE NOTES1 OLjl
-
*BIORETENTION "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 24" DEEP GB GRADE BREAK 0
W
"SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE S17E ADDRESS: 849 NEPTUNE DRIVE y z r-
Wm EXIST WATER METER O� LU 00
IMPERVIOUS LINER X SHALL CONTAIN 50-60% SAND, 20-30% COMPOST OR HARDWOOD PP EXIST. POWER POLE ASSESSOR PARCEL NUMBER. 256-012-03 < LU
12" OF 314" MULCH AND 20 -30% TOPSOIL.
CRUSHED ROCK 04 FL PROP. FLOW LINE
NET AREA: 6,888 SF z
ZONING. R-11 w
TIE 4" PEk **314 CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 12" BUT MAY FS PROP. FINISH SURFACE (D L
Rok
IPE 19,R� IE BE DEEPENED TO INCREASE THE INFILTRATION AND STORAGE ABILITY TIN PROP. TOP OF WALL AVERAGE LOT SLOPE: 8.27.
3" 470-C-2000 CONCRETE OF THE BASIN. BW PROP. BOTTOM OF WALL SEWER DISTRICT. LEUCADIA WASTEWATER
OR 3" 2500 PSI AIR PLACED TO TOP OF GRATE DISTRICT
NDMARK CONCRETE WITH 6X6 -W1.4 X THE EFFECTIVE AREA OF 774E BASIN SHALL BE LEVEL AND SHALL BE FG FINISH GRADE ELEVATION MAP PREPARA77ON DATE 0411712014
C 0 N S U L T I N G SEQTION A-A TIE 4" PVC PIPE TO BROW DITCH W1.4 WWR 17 GAGE CONNECTION TO TYPE tB P SIZED BASED ON ENCINITAS STORMWATER MANUAL CALCULATIONS. EOP EDGE OF PAVEMENT EASEMENT INFORMATION
Planning Engineering Surveying 1310RETENTION AREA GALVANIZED SUCCO NETTING TYPICALLY, THE SURFACE AREA OF THE BIORETEN77ON BASIN IS 4% OF P VT. PRIVATE
9555 Genesee Avenue, Suite 200 #4 AICT ro SE ALrettLrAl wzrmoor BROW DITCH DETAIL THE IMPERVIOUS AREA DRAINING TO IT. IMP INTEGRATED MANAGEMENT PROGRAM NOTE: THERE ARE NO PLOTABLE EASEMENTS
San Diego, CA 92121, (858) 587-8070 NOT TO SCALE A Cxry 0&-1tA*wr SM T I SDRSD SAN DIEGO REGIONAL STANDARD DRAWINGS
8902
-2014
Af
FG-
7 ;K
177DF
PROP STEEL
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE LEUCADIA WASTEWATER DISTRICT DESIGNED BY: 1 DRAWN BY: 1 CHECKED BY:_
M.A.B. Q.N.G. M.A.B. ENGINEERING DIVISION APPROVA.LA CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO.
PUBLIC SEWER SYSTEM APPROVAL' GRADING PLAN FOR:
PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED A
JL2,111 &6 DESCRIPTION: 2.5" DISC (PT 1024) APPROVED BY: WD DISTRICT ENGINEER PP19011 849 & 859 NEPTUNE AVENUE
LOCATION: SE QUAD OF LEUCADIA BLVD. & DATE: A.
HORIZONTAL: 1 5' 4A Z�= 12014-G
ORPHEUS ST., IN S. S/W, TFROM CURB. J/J0j,0,1,( x'651 1pv/sp MASIH MAHER GLENN PRUIM DIRECTOR OF ZEPHYR PARTNERS
RECORD FROM: CITY OF ENCINITAS ftG,�PE RCE !��f R.C.E. NO.: 48153 PUBLIC WOR S CIPPARTMENT
DAT 256-012-03 & 256-012-18
ELEVATION: 178.843 1040114 7;�10 X/af
DATUM: NAVD88 F-YP F)ATF' MARK A. BRENCICK EXP.:6/30/16 DATE ' DATE r PLANNING CASE NO: 13-216 & 13-217 CDP SHEET 2 OF 4 FIR
Dwg: c:\users\jcson\deskfop\I80-2 gp2,dwg P/otd: 101312014 8:53:58 AM
STANDARD
DRAWING
NUMBER
S -17, S -25
STA 10 +54.00
IE ® MAIN =85.11
EXISTING LWD SMH
#01 -1380
v-
b- w
1
PROPOSED SEWER
CONNECTION
4LiNDMAR�K 1 " =5'
C O N S U L T I N G
Planning Engineering Surveying
9555 Genesee Avenue, Suite 200
San Diego, CA 92121, (858) 587 -8070
CHANGE NO. DESCRIPTION APPROVED DATE
p ILT.
It (% Ulr_ I Cie& .FI. T 1.21.1
RETENTION A
HALL BE LEVEL
DEPRESSED A MINI)
OF 10" FROM
SURROUNDING GR
IMPERVIG
■ I II
DESCRIPTION: 2.5" DISC (PT 1024)
LOCATION: SE QUAD OF LEUCADIA BLVD. &
ORPHEUS ST., IN S. S/W, 3' FROM CURB.
RECORD FROM: CITY OF ENCINITAS
ELEVATION: 178.843
DATUM:NAVD88
p: \180 -2 neptune encinitos \gp \180 -2 gp3.dwg Plot'& 912912014 11:40:03 AM
SECTION A-A " STORMWATER MANUAL CALCULATIONS. TYPICALLY, THE EDP EDGE OF PAVEMENT
APPROPRIATE MONUMENTATION BY A LICENSED LAND
TIE 4 PVC PIPE TO BROW DITCH SURFACE AREA OF THE BIORETENTION BASIN IS 47. OF PVT. PRIVATE EASEMENT INFORMATION
BIORETENTION AREA
... —. ......
' " "' "" "" ' ""
NUM L ALL 1Mr CKVIUUJ KUUr I Ur'
mvv� vv L ♦ I n.r. 1116..I%Al ! I v
SCALE
SURVEYOR OR A REGISTERED CIVIL ENGINEER
105.5 --
PROP.
ELEVATION
AREAS WILL BE DIRECTED TO IMP VIA
CUT.- 1.4' MAX
DRAWING NO.
AUTHORIZED TO PRACTICE LAND SURVEYING. A
J.N.G.
ROOF GUTTER.
FILL: 2' MAX
of
RECOMMENDS APP D:
GRADING PLAN FOR:
CORNER RECORD OR RECORD OF SURVEY (CR OR
---
DRAINAGE DIRECTION
NOTE 2. THE EFFECTIVE AREA REQUIRED
MAWA CALCULATIONO
,jQ0
/1/l.
849 & 859 NEPTUNE AVENUE
ROS), AS APPROPRIATE, SHALL BE FILED BY THE
- --
SWALE
_
/8 /
FOR IMP AREAS SHALL BE LEVEL &
MASIH MAHER GLENN PRUIM DIRECTOR OF
o
12014 -G
LAND SURVEYOR OR THE REGISTERED CIVIL ENGINEER
STEPHEN DE RIN , P 'RCS T
R.C.E. NO.: 48153
10".
CALCULATED MAWA
Co
AS REQUIRED BY THE LAND SURVEYOR'S ACT.
������
DEEPENED FOOTING
DEPRESSED A MINIMUM OF
(MAXIMUM ALLOWABLE WATER ALLOWANCE)
w
WATER QUALITY NOTES
B
GRATE
INLET (NDS 882 OR EQUAL)
CONSTRUCTION NOTES
= 45,562.12 GALLONS /YEAR
z N o
i" HARDWOOD
CH
* BIORE1EN710N 'ENGINEERED SOIL "LAYER SHALL BE
C —�
PVC STORM DRAIN (SIZE PER PLAN)
ALL EXISTING IMPROVEMENTS TO BE
_j ro
� --
MINIMUM 24"DEEP `SANDY LOAM "SOIL MIX WITH NO
REMOVED PRIOR TO CONSTRUCTION.
�
D - cf) LL
MORE THAN 5% CLAY CONTENT. THE MIX SHALL
AC
EXIST.
ASPHALT CONCRETE
N TESs
o w
CONTAIN 50 -60% SAND, 20 -30% COMPOST OR
GB
GRADE
BREAK
L) > Coo
HARDWOOD MULCH, AND 20 -30% TOPSOIL.
WM
EXIST.
WATER METER
SITE ADDRESS. 859 NEPTUNE DRIVE
x,,-
of LU Co
pp
EXIST.
POWER POLE
ASSESSOR PARCEL NUMBER: 256 - 012 -18
< w W '0
12" OF 314"
*3/4" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF
WQ
PROP.
WATER QUALITY AREAS
GROSS AREA: 7,382 SF
*
w co
°z
RUSHED ROCK
12" BUT MAY BE DEEPENED TO INCREASE THE
FL
PROP.
FLOW LINE
NET AREA: 7,304 SF
w 0D
g
FS
PROP.
FINISH SURFACE
ZONING:
c� a
INFILTRATION AND STORAGE ABILITY OF THE BASIN.
TW
PROP.
TOP OF WALL
AVERAGE LOT SLOPE: Z5%
BIN
PROP. PROP.
BOTTOM OF WALL
SEWER DISTRICT. WASTEWATER
THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL
TO
TOP OF GRATE
DISTRICT
AND SHALL BE SIZED BASED ON ENCINITAS
FG
FINISH
GRADE ELEVATION
MAP PREPARATION DATE 04/17/2014
SECTION A-A " STORMWATER MANUAL CALCULATIONS. TYPICALLY, THE EDP EDGE OF PAVEMENT
TIE 4 PVC PIPE TO BROW DITCH SURFACE AREA OF THE BIORETENTION BASIN IS 47. OF PVT. PRIVATE EASEMENT INFORMATION
BIORETENTION AREA
THE IMPERVIOUS AREA DRAINING TO IT. IMP INTEGRATED MANAGEMENT PROGRAM
� NOT TD AE ALTLEAEb uJrTHoor IMP
NOT TO SCALE SAN DIEGO REGIONAL STANDARD DRAWINGS
CSTY PEAnIxir. NOTE: THERE ARE NO PLOTABLE EASEMENTS
SCALE
LEUCADIA WASTEWATER DISTRICT
DESIGNED BY:
1 DRAWN BY:
CHECKED BY:
ENGINEERING DIVISION APPROVA S
CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT
DRAWING NO.
J.N.G.
PUBLIC SEWER SYSTEM APPROVAL
PLANS PREPARED UNDER SUPERVISION OF
of
RECOMMENDS APP D:
GRADING PLAN FOR:
HORIZONTAL:
APPRO ED BY:LWD DISTRICT ENGINEER
DATE: a /2q A1 Q
,jQ0
/1/l.
849 & 859 NEPTUNE AVENUE
1" - 5'
_
/8 /
r�
i'k- `^ "'�
MASIH MAHER GLENN PRUIM DIRECTOR OF
ZEPHYR PARTNERS
12014 -G
STEPHEN DE RIN , P 'RCS T
R.C.E. NO.: 48153
PUBLIC E PARTMENT
256- 012 -03 & 256 - 012 -18
72tuf
1(9 13 4 14 /WoOR �S jy
MARK A. BRENCICK EXP.: 6/30/16
DATE DATE
PLANNING CASE NO: 14_01a 9 1zn17 CDP
FIRM FXP nATF
SHEET 3 OF 4
s
1
EROSION CONTROL
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT JEFF SCHIEFERSTEIN AT (_619
488 - 7443 24 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 f ''
ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING
RAINFALL. RIGHT -OF -WAY
CONSTRUCT CONSTRUCT RET. WALL PER
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY RErSDR n PER SDRSD C-3
BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR APN
UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
SC -1 266 - 012 -i7
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY - - - - - - - - - '
PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE J 2.9.°b." g 1.1% I'D
POTENTIALLY UNSAFE.
Z ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN
SHALL BE INCORPORATED HEREON. r'
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE °° r mt ° « ° °m ° «m ° « WALL To BE
FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. ° " m °° ° ° ° ° °" WM -1 EMOVED EXISTING WALL TO BE
°„ REM VIED
WM -8
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 F WM 75 f
FORTY PERCENT (407.). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH #1 .; ..
RAINFALL. WM -6 /
PERMANENT BMPS NOT
TO BE CONSTRUCTED
WITHIN CONSTRUCTION
ENTRANCE
TYP.
PARKING NOTES
NO PARKING RELATED TO CONSTRUCTION
SHALL BE ALLOWED IN THE NEARBY
BEACON'S BEACH ACCESS LOT.
CONSTRUCTION PARKING SHALL NOT BE
ALLOWED ON ANY PUBLIC STREET OVER
NIGHT.
LEGEND
.... --
rUR
-
ITEM
CALTRANS #
SYMBOL
SILT FENCE
SC -1
-- - - - - --
STORM DRAIN INLET
SC -10
CDCD
CD CD
PROTECTION
o000
GRAVEL BAGS
SC -6, SC -8
CDC=
STABILIZED CONSTRUCTION
TC -1
1
ENTRANCE
ELEV.
BELOW
MATERIAL DELIVERY & STORAGE:
Wm-1
WM-1
CONCRETE WASTE MANAGEMENT:
WM -8
WM -8
SOLID WASTE MANAGEMENT:
WW-5
Wm-5
SANITARY WASTE MANAGEMENT.
WM -9
WM -9
HAZARDOUS WASTE MANAGEMENT.•
WW-6
WM-6
PROPOSED HARDSCAPE AREA
0
PROPOSED WATER QUALITY AREA
(EXCLUDING
IE
PROPOSED AC DRIVEWAY
PL TO
PROPOSED BMP AREA
TEMP. CONST. FENCE
--
DRAINAGE DIRECTION
-
HYDROSEED SLOPE PROTECTION
y y y
ONSITE STORAGE FOR HEAVY EQUIPMENT
CONSTRUCTION PARKING AREAS
Lf INDMARK
C O N S U L T I N G
Planning Engineering Surveying
9555 Genesee Avenue, Suite 200
San Diego, CA 92121, (858) 587 -8070
CHANGE NO.1 DESCRIPTION
S044
10 5 0 10
SCALE: 1 " =10'
Z
rn
C
Z
m
D
IC
Z
c
rn
WALL
PER
LANDSCAPE
PLAN
AREA TO BE CLEARED A14P GRAVEL
LAID TO PROVIDE ADDITION L SP07S
FOR CONSTRUCTION PARKI W (TYP.)
DATE BENCHMARK
' DESCRIPTION: 2.5" DISC (PT 1024)
LOCATION: SE QUAD OF LEUCADIA BLVD. &
ORPHEUS ST., IN S. S/W, T FROM CURB.
RECORD FROM: CITY OF ENCINITAS
ELEVATION: 178.843
DATUM: NAVD88
Dwg: p: \180 -2 neptune encinitcs \ee \180 -2 ec.dwg Plot'd: 912912014 11:43:54 AM
° -Z°
PROP. HARD.'
j�
1
W%2* a-e -
�eeau�aes a`41 11
o'�ee� ►eaee�s
.... --
rUR
-
STREET
e• �•a�e
AN SCAPE
DROP TO
LATERAL
LATERAL
GROUND
DEPTH
PAD
UPSTREAM BACKWATER
NO.
NO.
9e�i e�a�ee°a
•s ®eeo.�'saee ee
aee sae
°see��
I-ONSITE STORAGE AREA
OF
MAIN
e ►apeoaea
FOR HEAVY EQUIPMENT
ELEV.
BELOW
se�el ee�ae�
DURING CONSTRUCTION
REMARKS
5010M SL
LATERAL AT
IE
LATERAL
AT PL
AT PL
PL
FT.
ELEV. REQ'D
MAIN
(EXCLUDING
IE
PL TO
SCALE LEUCADIA WASTEWATER DISTRICT
PUBLIC SEWER SYSTEM APPROVAL
APP OVED BY:LWD DISTRICT ENGINEER
HORIZONTAL: 1" - 10'
PHE DEERIN , PE RCE E�
APN FENCE (TYP)
STANDARD SEWER LATERAL NOTES FOR MINOR GRADING PLANS
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 ZAT ALL TIMES WITHOUT EXCEPTION.
4. THE CONTRACTOR SHALL HAVE A COPY OF THE DOCUMENTS SPECIFIED IN SEWER NOTES
2 & 3 ON THE JOBSITE 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, CONTRACTOR SHALL SECURE A LWD PERMIT FOR
CONSTRUC710N AND SHALL PROVIDE A MINIMUM OF 72 HOURS N0110E 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. 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 ATEACH 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 UN77L 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 BY
THE 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
17. 17.EXIS7ING 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. 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.
18. 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 PIN PIPE OR EQUAL APPROVED BY THE LWD DISTRICT ENGINEER.
19. 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 MBA7101
COMPOUNDED FOR WATER AND SEWER SERVICE. ALL NUTS AND BOLTS SHALL BE TYPE
316 STAINLESS STEEL.
20. 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.
SEWER LATERAL TABLE
SEQ.
LOT
STREET
INVERT
LENGTH
DROP TO
LATERAL
LATERAL
GROUND
DEPTH
PAD
UPSTREAM BACKWATER
NO.
NO.
STATION OF
AT MAIN
OF
MAIN
ELEV.
SLOPE %
ELEV.
BELOW
ELEV.
MH RIM VALVE
REMARKS
LATERAL AT
IE
LATERAL
AT PL
AT PL
PL
FT.
ELEV. REQ'D
MAIN
(EXCLUDING
IE
PL TO
IE
1
15
10 +05.00
84.77
18'
1.2'
86.33
29
93.50
7.17'
88.33
97.01
YES
4" PVC
2
1 16
1 10+54.001
85.11
18'
1.2'
86.67
21%
93.20
6.53'
89.33
97.01
YES
4" PVC
PLANS PREPARED UNDER SUPERVISION OF
y� DATE: 412,4114
R.C.E. NO.: 48153
MARK A. BRENCICK EXP.: 6/30/16
ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT
RECOMMEND : 300 APP O D: EROSION CONTROL PLAN FOR:
849 & 859 NEPTUNE AVENUE
MASIH MAHER GLENN PRUIM DIRECTOR OF ZEPHYR PARTNERS
I /' 3/ (4 PUBLIC WORKS DEPARTMENT 256- 012 -03 & 256- 012 -18
DATE DATES PLANNING CASE NO: 13 -216 & 13 -217 CDP
NO. 48153 r
EXP. 6/30/16
C �
OF r'm \F
DRAWING NO.
12014-G
SHEET 4 OF 4
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