2012-11255 SG (Plans) GRADING NOTES STORMWATER POLLUTION CONTROL BAP NOTES WATER NOTES (SAN DIEGUTlO WATER DISTRICT) ENVIRONMENTAL NOTES: LEGAL DESCRIPTION:
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH TH SE PLANS, THE STANDARD RELATIVE TO CONS TRUCTIONACTIVITIES
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, TH DESIGN CONSTRUCTION 1. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE REPRESENTATION
AS 1° THE STEEPEST EXISTING SLOPE IN THE GRADED AREA IS N/A PARCEL 1B OF PARCEL MAP NO. 20242, IN THE CITY OF ENCINITAS, COUNTY
STANDARDS OF THE CITY OF ENCINITAS AND THE SAN IEGO AREA REGIONAL CONCRETE WASHOUT TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR NON-EXISTENCE
OF, ANY UNDERGROUND (EXCLUDING ANY EXISTING MAN MADE SLOPES). OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF,
STANDARD DRAWINGS. ANY CHANGES OR REVISIONS T FROM SHALL BE APPROVED CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO UTILITY,
PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. 2. THE MAXIMUM VERTICAL DEPTH OF CUT IS 4.0 FT FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY,
BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR I SPECTION. APRIL 22, 2007.
CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, AND THE MAXIMUM VERTICAL HEIGHT OF FILL IS
4.0 FT
2. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE AP ROVAL OF SIZES LOCATION STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING 2. ALL
EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE PARALLELING
OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSING 3. A.) AVERAGE DEPTH = VOLUME OF CUT
(C.
AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVE NTS WITHIN STREET RIGHT- WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. WITHIN 10
FEET OF PROPOSED WATER MAINS SHALL SHOWN IMPROVEMENT PLANS. ELECTRICAL OF CUT AREA OF CUT (S.F.) A.P.N.: 254-363-40
OF-WAYS. SEPARATE APPROVALS AND PERMITS FOR T SE SHALL BE REQUIRED IN
CONJUNCTION WITH IMPROVEMENT PLANS. CONSTRUCTION SITE ACCESS AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN DIEGUITO
N PERMISSION BY SAN 3. B.) AVERAGE DEPTH = VOLUME OF FILL X.F.) 1.3 FT
WATER DISTRICT. OF FILL AREA OF CUT (S.F.) c+ c+c+
3. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF-SITE GRADING. A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDE FOR VEHICLES EGRESS AND 3. CONTRACTOR AND
OWNER ARE RESPONSIBLE TO RELOCATE AND/OR ADJUST TO GRADE ANY EXISTING �7ITE ADDRE►7�7: ENCINITAS, CA 92024
INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH WATER FACILITY (FIRE HYDRANT, METERS VALVES VALVE BOXES ETC.)
WHICH IS AFFECTED BY THEIR
4. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTI S REQUIRED TO PROTECT AS GRAVEL AND/OR CORRUGATED STEEL PANELS/PLATES. o
PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT WATER AGENCIES' STANDARDS
ADJACENT PROPERTIES DURING GRADING OPERATIONS. A YTHING DAMAGED OR
DESTROYED SHALL BE REPLACED OR REPAIRED TO COND TIDN EXISTING PRIOR TO CONSTRUCTION VEHICLES TOMC CURRENT(WASC) STANDARDS. E FACILITIES DO NOT MEET
STANDARDS, THEN THEY SHALL BE UPGRADED p�y
GRADING. TO CURRENT STANDARDS AT THE OWNER'S EXPENSE. OWNERIPERMITTEE: 161 MELROSE AVENUE A SPECIFIC AREA
AWAY FROM GUTTERS AND REFUELING, SHALL BE DESIGNATED MA 4. UTILITIES TO MAINTAIN MINIMUM 5-FOOT SEPARATION WHEN PARALLELING WATER SERVICES. ENCINITAS,
CA 92024
5. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY NUMENT OR BENCH MARK CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING AND ROUTINE EQUIPMENT MAINTENANCE.
�j
WHICH IS DISTURBED OR DESTROYED SHALL BE RE-ESTABLISHED AND REPLACED BY ALL MAJOR REPAIRS SHALL BE MADE OFF-SITE. 5. MINIMUM HORIZONTAL SEPARATION
OF 10-FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO 7�T
A REGISTERED CIVIL ENGINEER OR A LICENSED LAND VEYOR. EROSION CONTROL GAS AND ELECTRIC VAULTS. LEGEND
6. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MA NTAIN ALL SAFETY EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES 6. ALL WATER SERVICES
TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS.
DEVICES, INCLUDING SHORING, AND SHALL BE PESPONSI 3LE FOR CONFORMING TO ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT WATER METERS
MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING.
ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH TANDARDS LAWS AND SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND
S.D.R.S.D. = SAN DIEGO REGIONAL STANDARD DRAWINGS
REGULATIONS. BONDED FIBER MATRIX. 7. CALIFORNIA STATE LAW ASSEMBLY BILL AB-1953 IS REQUIRING THAT NO-LEAD BRASS BE USED IN THE
7. GRADING AND EQUIPMENT OPERATING WITHIN ONE-H F (1/2J MILE OF A CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE JANUARY 1, 2010. IN COMPLIANCE
STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE COND CTED BETWEEN THE HOURS
NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO-LEAD BRASS
PARTS. PROPERTY LINE
OF 5:30 P.M. AND 730 A.M. NOR ON SATURDAYS SUNDA S AND CITY RECOGNIZED DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION B. ALL COPPER
TUBING USED FOP AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED WITH NEIGHBORING PROPERTY LINE
HOLIDAYS. SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND CATHODIC PROTECTION IN ACCORDANCE WITH WC-17 OR WC-18.
B. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING HAS TEMPORARY EROSION CONTROL MEASURES. PROPOSED
CONTOURS o
BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRIES NT: CITY INSPECTOR, REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL OWNER'S
CERTIFICATE EXISTING CONTOURS ' -
CIVIL ENGINEER, SOILS ENGINEER GRADING CONTPACT03 AND PERMITTEE. THE BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER.
PREGRADE MEETING SHALL BE SCHEDULED WITH THE CI 'Y AT LEAST 48 HOURS IN .' THEY HELP DECREASE EROSION. IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES
TO THESE PLANS. EXISTING EASEMENT °-
ADVANCE BY CALLING (750) 633-2770.
DO NOT REMOVE TREES OR SHRUBS UNNECESSARILYTEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IT IS FURTHER AGREED THAT THE
OWNER (DEVELOPER) SHALL HAVE A REGISTERED EXISTING OPENSPACE EASEMENT - - - - -
9. PRIOR TO HAULING DIRT OR CONSTRUCTION MATEII S TO ANY PROPOSED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR ADDITIONS TO THESE PLANS
IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED
CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVEL PER SHALL SUBMIT TO AND WHICH THE CITY ENGINEER DETERMINES ARE NECESSARY FOR AND DESIRABLE FOR
EXISTING EDGE OF PAVEMENT
RECEIVE APPROVAL FROM HE CITY ENGINEER FOR THE ROPOSED HAUL ROUTE. THE BY PLANTING FAST-GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. THE
PROPER COMPLETION OF THE IMPROVEMENTS.
DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND QUIREMENTS THE CITY PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING
CENTERLINE -
ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER A GEOLOGIST HAS BEEN
ACTIVITIES ARE COMPLETE. OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE OF ,
EXISTING WATER MAIN
10. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT PRIOR THE AND STABILITY OF THE SITE.
TO FINAL GRADING APPROVAL AN?/OR FINAL RELEASE F SECURITY, AND AS- WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED.
EXISTING SEWER MAIN
GRADED CERTIFICATION SHALL BE PROVIDED STATING. "THE GRADING UNDER ---5- - i3 - --
PERMIT NO. 19P55_SCL HAS BEEN PERFORMED IN SUBST NTIAL CONFORMANCE WITH ON-SITE CONSTRUCTION MATERIAL STORAGE
THE APPROVED GRADING PLAN OR AS SHOWN ON THE A TACHED AS-GRADED PLAN". PROPOSED BUILDING
THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AA3 SIGNATURE OF THE CIVIL STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND JAYME MOORMAN
DATE
ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY 161 MELROSE A E
DRAINAGE DIRECTION
OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL ENCINITAS CA 92024 MAMA CALCULATION
11. ALL GRADING SHALL BE INSPECTED AND TESTED 8 A QUALIFIED SOILS STORED ON-SITE. PROPOSED 0" HEIGHT PCC CURB
ENGINEER OR UNDER HIS DIRECTION. HE SHALL INS CT AND TEST THE 68055 LOT AREA 16,916 5F PROPOSED 3' MAX KEYSTONE
WALL
EXCAVATION PLACEMENT AND COMPACTION OF FILLS AN BACKFILLS AND ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON-SITE.
COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS SPORTS AS REQUIRED AND STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STATEMENT
OF ENGINEER OF WORK PROPOSED 4" PVC DRAIN PIPE
WILL DETERMINE THE SUITABILITY OF ANY FILL MATE IAL. UPON COMPLETION OF STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER FLOWS AND TOTAL
AREA EXEMPT - - - -
GRADING OPERATIONS HE SHALL STATE THAT OBSERVAT DNS AND TESTS WERE MADE STORMDRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION
THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER FROM MAWA CALCULATION 12,688 SF PROPOSED LIMITS OF GRADING W W
BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER SHALL COMPLY
WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE
AND EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE I ITH THE APPROVED GRADING AT ALL TIMES. ENGINEEER S TRADE OR PROFESSION. THE ENGINEER FURTHER
AGREES THAT THE WORK
PLANS AND THAT ALL EMBANKMENTS AND EXCAVATIONS E ACCEPTABLE FOR THEIR PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS
TOTAL LANDSCAPE AREA = 4,228 5F 42.q - 181361.2 ETO PROPOSED SETBACKS
INTENDED USE. TRAINING REQUIRED BY THE CITY OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLANCHECK OR
CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE REVIEW PERFOMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY
LAND5CAPE EFFICIENCY BMP NOTE5: PROPOSED DG DRIVEWAY
12. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF
PROVIDE POSITIVE DRAINAGE AND PREVENT PODDING C WATER. FA SHALL TRAINED TO FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL ENCINITAS OF
THE TECHINICAL SUFFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN, 1. WATER 15 TO BE DIVERTED FROM HARD56AFE AND ROOF5 PROPOSED CONCRETE
CONTROL SURFACE WATER AND AVOID DAMAGE N ADJO IHA PROPERTIES L TO REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE AND IT THEREFORE
DOES NOT RELIEVE THE ENGINEER OF RESPONSIBLLITY FOR THE PLANS INTO 5TORMWATER BMP AREAS. PROPOSED BMP AREA '
FINISHED WORK ON THE SITE AND SHALL TAKE RADJO1 L MEASURES TO PREVENT PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT OR DESIGN OF
IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY
EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. 2. IRRIGATION SHALL
BE DESIGNED TO LANDSCAPE
AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES
AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. WASTE MANAGEMENT FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS,
IRRIGATION EFFICIENCY NECESSARY TO MEET MAWA PROPOSED 3k3' RIP-RAP
ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING 3. ALL IRRIGATION SHALL BE 6ROUPE0 INTO HYDROZONE5
PROPOSED 8" PCC CRB
13. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF
G=J
BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICA IONS. ALL VEGETABLE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND THE WORK PERFORMED
BY THE ENGINEER. AND DESIGNED O DELIVER WATER TO HYDROZONES BIASED HEADWALL
MATTER AND OBJECTIONABLE MATERIAL SHALL BE RENO ED 8Y THE CONTRACTOR UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON ON
MOISTURE REQUIREMENTS
THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS
FROM THE SURFACE UPON WHICH THE FILL IS TO BE ACED. LOOSE FILL AND STRICTLY PROHIBITED. _ 4. ALL IRRIGATION TO BE INSTALLED WITH
CONTROLLERS WITH
ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIR NATURAL GROUND. THE BY.' (1 '" ( °T ° RAIN 5EN51N6 SHUTOFF
AND 501L M015TURE 5EN51N6 OEVICE5
EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 2 INCHES AND THEN NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO STORMWATER. BERMS/DIKES BRIAN M. ARDO
INO DATE 5. FLANTS, WHERE FOSSIBLE, WILL BE ROOT WATERED VIA
COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTORS SHALL BE PLACED AROUND DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF.
RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPA T THE FILL IN STRICT DUMPSTERS SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN RCE No.
71651 50AKER HO5E5 OR XERI5CAPIN6
ACCORDANCE WITH SPECIFICATIONS. CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES PASCO LARET SUITER & ASSOCIATES PpFESSIO 6.
DROUGHT TOLERANT PLANT5 AND LOW WATER U5E PLANT5
WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT 535 N. COAST HIGHWAY 101 P N9
14. CUT AND FILL SLOPES SHALL BE CUT AND TRIMME TO FINISH GRADE TO WITH ANY TRASH MATERIAL. �O �tjHAEt 4 ! ARE TO BE USED THROUGHOUT
THE LANDSCAPE
PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTI S. THE SLOPES OR SOLANA BEACH CA, 92074 �Q 9p Fy 7. H16H WATER 05E PLANT5 WILL
BE LIMITED
EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PL TED AND TRIMMED AS MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS WATER-BASED PAINTS VEHICLE PLSA 1931 CC"
tiQ �r�z 8. TURF AREA5 ARE TO BE HELD TO AN ABSOLUTE MINIMUM. EXISTING ONSITE PROPOSED ONSITE
DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A EAT AND ORDERLY FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE co ¢
Z m
CONDITION. ALL STONES, ROOTS AND OTHER WASTE MA TER EXPOSED OR RECYCLED. NON-RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL w m No.
71651 0 m LOWER WATER U5E TURF SHALL BE USED WHEN P0551BLE. IMPERVIOUS AREA IMPERVIOUS AREA
EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIAR TO BECOME LOOSENED OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS s
Exp. 12/31/13 � q. A MAINTENANCE 5GHEDULE SHALL BE PROVIDED INCLUDING: (EXCLUDING ROOFTOPS} (EXCLUDING ROOFTOPS)
SHALL BE REMOVED AND DISPOSED OF. THE TOE AND OP OF ALL SLOPES SHALL MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 7114-1195. FOR A.
IRRIGATION WATERING RUNOFF ER03ION OR IRRIGATION
BE ROUNDED IN ACCORDANCE WITH THE GRADING OADIN NCE. INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436-4151. �'T CIVIL
Q 0 SF HAR�CAPE 116 SF HAROSCAPE
15. ALL TREES BRUSH, GRASS, AND OTHER OBJECTIONA LE MATERIAL SHALL BE 4� OF CA�ZF�� B. MINM FAILURE
COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF T SITE BY THE CONTRACTOR POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING B.
MINIMIZING OVERSFRAYIN6 ONTO HARDSGAFE AREA5
SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARS WITH A NEAT AND RECEPTACLES AROUND THE SITE. cam+ G. REPLACEMENT OF DEAD, DYING
OR 015EA5ED VEGETATION
FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LANDSCMING
D. ERADICATION OF INVASIVE 5PECIE5
DEBRIS FILL SHALL BE SECURED FROM THE SOILS E NEER AND CITY ENGINEER LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE E.
REPAIR IRRIGATION 5Y5TEM $ COMFONENTS
PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES. 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE
WITH PLANS F. REFLENI5HIN6 MULCH
APPROVED BY THE CITY ENGINEER. PLANS SHALL CONFORM TO THE CITY OF
ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND ENCINITAS GRADING ORDINANCE AND ALL ADOPTED LANDSCAPE AND IRRIGATION 6.
501E AMENDMENT WHEN NEGE55ARY TO 5UFFORT ANDH c
STORMO RAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY STANDARDS. MAINTAIN HEALTHY PLANT GROWTH.
HAVE TRAVELED AWAY FROM CONSTRUCTION SITE. LA COSTA
c+ 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL SLOPES R FERTILIZIN6, PRUNIN6, WEEDING AND MAINTAININ6 HEALTHY
NOTES: PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED PLANT 6ROWTH
NOTIFICATIONS BETWEEN OCTOBER 1 AND APRIL 15. 1. MAINTAIN TO AVOID OBSTRUCTION OF MOTORISTS VIEWS.
1. OWNER TO OBTAIN A CONSTRUCTION PERMIT FROM T ENGINEERING DEPARTMENT AT a
LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC FIGHT OF WAY. FAILURE TO DO SO J. IDENTIFY WHO 15 RESFON3IBLE TO MAINTENANCE
WILL RESULT IN AN ISSUANCE OF A STOP WORK NOTI AND DOUBLE PERMIT FEES. IT 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND z
m
STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE ESTIMATED EARTHWORK QUANTITIES 10. RETICULATING WATER 5HALL BE U5EO IN ALL DECORATIVE
IS THE RESPONSZBLIBITY OF THE OWNER TO KNOW WH E THE LOCATION OF THE o N a
PROPERTY LINE IS. RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES WATER FEATURE5 m x
EXCEPT AS SHOWN ON THESE PLANS HOWEVER 20 CUBIC YARDS REMEDIAL il. MULCH WILL BE U5ED ON 5LOPE5 LE55 THAN 3:1 TO A DEPTH
2. ALL UTILITIES SERVING THIS SITE SHALL BE INS LLED UNDERGROUND. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO 220 CUBIC YARDS EXCAVATION
(CUT) OF 3" TO MINIMIZE EVAPOTRAN5PIRATION. m �yt
PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. 150 CUBIC YARDS EMBANKMENT (FILL) l2. 501L AMENDMENTS WILL BE U5ED
TO CREATE AND MAINTAIN
3. NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. a
WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MI q1MUM OF 5 FEET AT 2 PERCENT IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS 70 CUBIC
YARDS EXPORT A HEALTHY GROWING MEDIUM FOR ALL PLANT MATERIAL. ` SPARTA z
AND BE CONVEYED TO AN APPROVED DRAINAGE FACILIT OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR N Q
VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT SOIL TESTING WILL BE UTILIZED TO IDENTIFY ANY 501E NORMANDY=
a�
4. EROSION CONTOL MEASURES (E.G. BONDED FIBER MA -RIX, VEGETATIVE COVER, JUTE OF WORK: * ESTIMATE DOES NOT INCLUDE STRIPPINGS, UTILITY DEFICIENCY
AND OFFER AMENDMENT REGOMMENDATION5.
MATING) MUST BE IMPLEMENTED WHERE APPLICABLE TO PREVENT SOIL EROSION ON SITE. TRENCH VOLUMES OR ANY OVEREXCAVATION IF $J�
- rrravr
SEDIMENT CONTROL MEASURES (E.G. SILT FENCING, FIE R ROLLS, GRAVEL BAGS) MUST BE A. SEWERS - LWD (760) 753-0155 REQUIRED BY SITE CONDITIONS 13.
THE ESTIMATED TOTAL WATER 05E 5HALL NOT EXCEED THE
IN PLACE TO PREVENT ERODED SOIL FROM LEAVINGS . MATERIALS MANAGEMENT BMP B. GAS & ELECTRIC - SDG&E (800) 422-4133 - DIG ALERT MAXIMUM
APPLIED WATER ALLOWANCE (MAWA). LEUCADIA BLVD.
MUST ALSO BE FOLLOWED TO ENSURE NO CONTACT OF AINWATER WITH MATERIALS THAT CONTRACTOR SHALL SATISFY SELF THAT ESTIMATES
C
MAY CONTRIBUTE TO WATER QUALITY DEGRADATION DOW TREAM (E.G. CONCRETE OR C. WA TEA - SDWD (800) 422-4133 - DIG ALERT ARE CORRECT PRIOR TO COMMENCEMENT
OF WORK.
STUCCO WASHOUT AREAS, COVERED STORAGE AREAS FOR HAZARDOUS MATERIALS, PLACEMENT D. TELEPHONE - SBC (800) 422-4133 - DIG ALERT
OF PORTABLE TOILETS OVER A PERVIOUS SURFACE. EARTHWORK QUANTITIES ARE ESTIMATED FOR s 1H
E. CABLE TV - COX (800) 422-4133 - DIG ALERT I-5
PERMIT PURPOSES ONLY. (CALCULATED ON A
5. NO DIRECTLY CONNECTED IMPERVIOUS AREAS OCIA) SHALL BE ALLOWED. DCIA MEANS
STORM RUNOFF GENERATED AND CONVEYED VIA IMPERVI S AREAS, SUCH AS ROOF, ROOF 2• CONTRACTOR SHALL NOTIFY THE CITY ENGINEERS OFFICE 48 HOURS PRIOR TO THEORETICAL BASIS.
ACTUAL QUANTITIES MAY VARY
DRAIN, DRIVEWAY, AND STREET. BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760) 633-2770. DUE TO SHRINKAGE OR SWELL FACTORS) . VICINIT
Y A� A �
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. REMEDIAL GRADING QUANTITIES ARE NOT ABLE TO BE 1Yltil
PHONE (760) 633-2770. ALL WORK PERFORMED WITHOUT BENEFIT OF DETERMINED. REFER TO SOILS REPORT FOR REMOVAL BMP STATUS: NTS
INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. AND RECOMPACTION DEPTHS. s.LADPJWFROJECr
PASC O LAR ET SUITE AS BUILT ENCINITAS FIRE PROTECTION DIST. SAN DIEGUITO WATER DISTRICT ENCINITAS PARKS &RBCREATION DEPT. ENCINITAS PUBLIC
WORKS DEPT. LEUCADIA WASTEWATER DISTRICT
& ASSOCIAT S ` VIE E VIEWED BY: ;jjB Y.' REVIEWED BY' SEWE�i SYSTEM: APPROVAL
CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYI G 535 N Coast Highway R01 Ste A Solana Beach, CA 92 75 BRIdN M. RDOLINO DATE R.C.E. NO. 71651
/.� ' S- /2 3/ L < < « STEVE DEERIN ,IRE 26514 DATE:
lsh 858°259.8212 ffa 858°259.4812 Iplaaengineering. m EXP. 12/31/13 TE DATE: AT : DATE: LWD DISTRICT
FER
SIGNATURE EXPIRES 2 YEARS AFTER DATE I ISIGNATURE EXPIRES 2 YEARS FROM DATE SIGNED
REVISIONS APPROVED DATE REFERENCES DATE BEjvCIRAARK SCALE PLANNING & BUILDING DE5BBANED BY oRTG BY CHECKED BY APPROVALS
ED Fj�TED DROUGHT
�DA PLANTS FOP
16' DE
TOL
WEL RAINED SOILS OR
4" ZBZM��DRIVEW AY CITY APPROVED EOUIV.
X -- --- --- ITY
C
APPROVED EQUIVALENT OVER 5" CL 11 2" HARDWOOD MULCH
AGGFEGA7E BASE COVER OR CITY
AM 000 012W _1 4.09'
APPROVED EQUIVALENT
....... PROPOSED GROLM
7
N8_9*00'12'W 8120'
A 24" ENGINEERED SOIL
IN SEE NOTE GBELOW
A - , ........
2" OF 318- RA VEL
C)
IT 314- GRAVEL
PROPOSED 6'X16" PROPOSED 6)(16'
0' HEIGHT PCC CLRB
0' HEIGqT Pcc CURB
�ISEE NOTE BELOW
PVC PERFORATED
SECTION A-A PIPE
NOT TO SCALE
x BIORETENTION 'ENGINEERED SOIL" LAYER SHALL BE MINIMUM 24" DEEP
"SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX
SHALL CONTAIN 50-50% SAND, 20-30% COMPOST OR HAPOWOORD MULCH, AND
20-.30% TOPSOIL, FREE OF STONES. STUMPS, ROORS� OR SIMILAR OBLECTS,
AND ALSO FREE OF NOXIOUS WEEDS.
M JE
)(* 314" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 12" BUT MAY BE
�fi ti \� W 25
FYSB DEEPENED TO INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE
-1 DETAIL
Lu 20' ACCESS &
SEE -DRAINAdt-OUTLET u 41.5'
Ilp" RESIDENCE EXISTING UTILITY EASEMENT
DE�,TAIL 7 THIS SHEET CIO GROUND LANDSCAPE BMP
PIP-RAP PER �90 z DETAIL
FF=186.50
SDRSD D-40 1% 75%
/-,P" PCC' Lu
10, NOT TO SCALE
7,
W1 NO. 2 BACKING HEADWALL BNP-ARE4 IS TO-BE A
1, 1� ,
�11 -,M1NDfLN-0F 93 SF.... ...
'BI-.50
M11
TW 1 rt4�71
LIMITS OF SAAM ON 49 1W AFFA
�(BW 181.50)- ,- :v
GRADING u
1 1,�_, 16' EMERGENCY ACCESS
TW 182.00 4'; PVC -110 SW IS PROVIDED FOR BW -A
TMENT & TO MITIGATE TED BMP AND DWY PER SECTION A
182 DRAIN PIPE TREA IN RUNOFF RETENTION AREA PER
ON 182.00) -,ANY DCW DETAIL THIS SHEET
AB3- 'BE, 3' MAX. HEIGHT SECTIONB-B
TW -185.50 SIGNATED -BW AND
RETENTION AREA NOT KEYSTONE WALL NOT TO SCALE 8" Pcc am tEADWALL
3"MAX (OW 182�76) TO BE MODIFIED WITHOUT
XtYSTONE I THE PERMISSION- OF THE 6't-314- OWBED ROCI< FFDOM
WALL FG CITY -ENGINEER RIP-RAP PEI? SMSO 0-40 C40M
FG 185.12 FG-18543 TW _m W/ NO. 2 BACKING
-00 \Y-
FG 18f . EXISTING
TW 185.50 WWI-183.581 X ffXXM
FG 185 92
Nip 18)
< 3 4" PVC DRAIN PIPE
1E 1E @ 2.0%
IF 3-1" KEEP HOLES 1E 181.00
ft'185.25 FG 185.33 TW '�86.00 10, EQUALLY SPACED
SYSB NG OPEN SPACE ESMT. EQUALLY SPACED
(BW 184".0,09, X_'STI OC NO. 2006-0898797 6"xlB' CONC. SILL
-F&- 186-.00 r1i 1 6 1 4- 31 ' 25.94 ' 10, /1 EP_E_R D
FG 186.00 F RESIDENCE -7 GARAGE 7 REC. 10-19-06
3 JB6.50 DRAINAGE OULET
4, 1%
EXISTING NOT TO SCALE
FG I85.96 Lr_ FS 186.50 , FS ;Ii_ FG IB5,81 DETAIL
PCC PAD-, (TYP) FF=186.50 3.7% 3.6% FF-186 50 GROUND
-,Fg' 186. A
FG 185.36
FS 186.46
TW 18650
FS 186.50
%
C A
1�6-010) PAD
3 MAX. HEIGHT
rIG, 186.00 FG 186.00 3' MAX. HEIGHT KEYSTONE WALL
SECTION C-C
X KEYSTONE' WALL
IJ- TW 1B6.5
TW 186. FG I
.00 (BW 186.00) NOT TO SCALE
ON 185.'001, - _1 0
.�,j 74 4
I J-P
FS 186,44
MA�
FG 185 43 FG 186.00 KE 40
T
W
\`5L ALT
FG 186.00 45,�16'7,
20.6,9,
7 -
PROPOSE? ---
TW 166.00 FG IB6.00
Q) �_�4-EXISTING LwD
(BW 186.00) RESIDENCE N Zz�', 14-
F3
SMH, NO. 04-2260
FF 1M.50
PAD 1M.0
FS 186.00
FG 186.00
5 N09 *56�44"W
FG 186.00
"LIMITS OF .4%
GRADING
I(Bw..I
N88 -51 'J3"E'\42.64'
FS 186.5 _186 46 FG 185.82 -No
OV "T, 3.7a
I
FG 185.90 FG 186.20 0
FG 185
%
1%
cn
"NO PARKING
< FIRE LANE" SA 7' DEDICA ON
�!::l 7- EXIOTING I METER
PER DWG G 1072, URANiA AVE
0 HEIGHT
cps. PCC am ROW EXISTING 1 METER
e
4L
>Vl 1066, URANIA AVE
IE37 1� I A MA
4" 9PIVEWA A" 3r
'NIT 'CELL
W/ 6 IN U 1�,,,DEPTH BY 8ff@&tSW.IdS -r"&Cg� DISTRICT TO INSTALL I" WATER
PROPOSED EMERGENCY OR CITY APPROVED VALENT OVER 6 EXIST. SEWER—' LATERAL DUAL METER PER
'Ir ATE 09, WC
Nu ACCESS EASEMENT LIB AGGREG�A_T)E -09, WC 17 AT OWNER'S EXPENSE
U- qA CLEANOUT J
PER PM 20901
Q-,
REC. 7-13-2011
v EX B" SEWER MAIN
"NOjPAP NG R=28' EXIST. SEWER
FIFE LANE- 3 GN 188 CLEANOUT
CONTRACTOR TO SUBMIT
V,4
"NO PARKINY' IE 178.0 AL
rA. 4 --,tVC SEWER LATER
HEI SIC44
0 GHT FIRE�LANE" PER DNG-147-G
A v CONNECTION DETAIL
FCC CURB v,
------ TRENCH RESURFA(
7T, _NW .15
SID MAKIN
PRIOR TO TIE-IN TO MAIN
A
z
A ' 4
I 4� pvc- kTEWAL
Z
4
EX. BLDG'
A7
_17 7 iIA6 EX 14" ACP WATER MAIN
TO REMAIN '61 -
TALL S&EP'
EX' TE f 1/1�2'v'RATgR'' PER SOND WO-82-101
\L
(D
CLEAN
CLEANG.VT4,,
DWG
z
PEP SDWD WO-_q2-17
EX B" PVC WATER MAIN
Ll
(Fg I�181f
X
EQ -7- T7
W�
-J
f (01
-A N89 047*11`N 76.80
6' SDG&E EASEMENT
\-EX. \
SEWER EX. CONCRETE DWY
PER DOC. REC. 5-14-29, 1 1
HEIGHT N PKING EX. FENCE
BOOK 1626, PAGE 331
011 0 CLEANOUT PER DWI�
OF DEEDS CURB FIRE LANE" SIGN 1E 180.0 13 187-G
EX. 6' SDG&E EASEMEN APN
AER DOC. NO,. 2002-0905523 254-36325
GRAPHIC SCALE 1 "=10 '
4%
REC. 11-177'-02
APN
254--353-27 PLAN VIEW GRADEVG PLAN m � �
F E S S.,jr 0 10 20 30
SCALE:
PASCO LARET Su E A t
LEUCADIA WASTEWATER DISTRICT q_
SUMMARY TABLE FOR SEWER LATERAL
DRAWING NO. &�C13 AS BUMT
CD No 7165 rn
SENER LATERAL TABLE -0
& ASS ATE Exp. J[2/3:1 :13 rr'
CIVIL ENGINEERING + LAND PLANNING + LA2D RVEYIN SEQ LOT STREET STATION OF INVERT AT LENGTH OFIDROP TO LATERAL ELEV. LATERAL GROUND ELEV.
DEPTH BELOW PL PAD ELEV. UPSTREAM MH BACKWATER )-Z
535 N Coast Highwa7 101 Ste A Solana Beach, CA 9207 NO. NO. LATERAL AT MAIN* MAIN IE LATERAL MAIN AT PL IE SLOPE % AT
PL PL TO IE FT. RIM ELEV. VALVE REQ'D REMARKS BRIAN M. ARDOLINO DATE
4 R.C.E. NO. 71651
ph 858.259.8212 1 fx 858.259.4812 1 plasenginel 1 1 3+37.46 173. 1-+ 2B' 1.2' 174.9 2% IB2.0 182.0 7.
1 182. 1 NO 4" PVC LATERAL OF CA\- EXP. 12131113
DESIGNED BY DRAWN BY CHECKED BY
BA TG BA
REVISIONS APPROVED DATE REFERENCES DATE BENCERdARK SCALE PLANNING & BUILDING APPROVALS C= OF ENC=AS ENGRqFMRMG MMRITUENT
DRAVANGNO.
-A\ R-_%Asc C rc 6w, Ati) u// DESC. CITY OF ENCINITAS BENCHMARK PLANS PREPARED UNDER THE SUPERVISION OF PEVIEWED GRADING
PLAN FOR.'
I-ENAff LOC CONTROL STATION WHITE HORIZONTAL 1 "=10 ' REV1EWED__BY.--D B Y.- 11255-SG
As �wwj PT NO 1002 Z�e_,
DA TE. 56- 11-
P. C. E. NO. 71651 MASIH MAHER, C42519 GP S LOS 1070 URANIA AVE.
Co . 12 DE UTY CITY ENGINEER
------ RECORD PIS 18416 VERTICAL NIA DA TE: BRIAN M. APDOLINO EXP. 12-31-13 DA TE. (0/ 61 DA TE. ZO - -190
CDP -363-40 FSH�EET 2 OF 3
ELEV. 313.681 NAVD 88 /Z PLANNING CASE NO. 11 APN: 254
9 14 4 10n 4 0 1-\A }4,. ifhc\ 404 4 f 40'2 4 P1 RA IQ'14
HYCRISEED MOTES
I. (HO HYDROSEEDING(HORIZONTAL SHAL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6:1 LEUCADIA WASTEWATER DISTRICT(LWD)NOTES
(HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY AREA:
1. SET POSTS AND EXCAVATE A 2 STAPLE WIRE FENCING TO A. THREE FEET OR MORE' IN HEIGHT IN FILL AREAS
IN (10 BY 10 CM) THE POSTS. COARSE B. FIVE FEET OR MORE IN HEIGHT IN CUT AREAS UNLESS SLOPE IS 1. LWD APPROVAL OF
THESE PLANS DOES NOT RELIEVE THE APPLICANT, PRIVATE
4 BY 4
TRENCH IN (10E FROM AND AGGREGATE NOT SUBJECT TO EROSION DUE TO THE EROSION RESISTANT ENGINEER OF WORK, OR CONTRACTOR
FROM RESPONSIBILITY FOR THE CORRECTION OF
ALONG THE LINE OF POSTS. FILTER CHARACTER OF THE MATERIAL AS APPROVED BY THE CITY ENGINEER. ERRORS AND OMISSIONS DISCOVERED
DUELING OR AFTER CONSTRUCTION.
FABRIC ORIGINAL 2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE 2. ALL DESIGN, MATERIALS AND CONSTRUCTION
WORK SHALL CONFORM TO THE LEUCADIA
GRADE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. WASTEWATER DISTRICT LWD SEWER STANDARDS AND TO THE REQUIREMENTS
OF THE
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK) AND THE
3. HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING: REGIONAL STANDARD DRAWINGS, MOST CURRENT EDITIONS.
IN THE EVENT OF CONFLICT
°a THE LWD SEWER STANDARDS GOVERN.
A. SEED MIX SHALL CONSIST OF NO LESS THAN
1. 20 LBS PER ACRE OF ROSE CLOVER 3. OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY REQUIREMENTS SHALL
BE
�-
1.1 ' MIN., UNLESS OTHERWISE 2. 20 LBS PER ACRE OF ZOARO FESCUE FOLLOWED AT ALL TIMES WITHOUT EXCEPTION.
3. 3 LBS PER ACRE OF E SCHOOL CIA CALIFORNICA
�/ SPECIFIED BY A SOILS ENGINEER 4. 4 LBS PER ACRE OF ACHILLEA MILLEFOLIA 4. THE CONTRACTOR SHALL HAVE A COPY OF THE
SEWER NOTES 2. & 3. DOCUMENTS ON
-/ IN (10 CM) -�� 5. 3 LBS PER ACRE OF ALYSSUM (CARPET OF SNOW) THE JOBSITE AT ALL TIMES.
/ A SECTION A-A 6. 112 LB PER ACRE OF DIMIORPHOLECA
3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE 7. ITEMS C, DE AND F OF THIS SUBSECTION MAY BE OMITTED ON 5.
THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER
THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL. TWO LAYERS OF GRAVEL LOCATIONS WHERE THE AREA BEING HYDROSEEDED IS NOT THE DATE
OF FINAL ACCEPTANCE BY LWD AND SHALL REPAIR OR REPLACE ANY WORK
INTO THE TRENCH. BAGS WITH ENDS NOTE: VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL THAT MAY PROVE DEFECTIVE
IN WORKMANSHIP AND/OR MATERIALS WITHIN THE ONE YEAR
RUNOFF OVERLAPPED STRUCTURES. PERIOD WITHOUT EXPENSE WHATSOEVER TO LWD
CONTRACTOR TO MODIFIY CONSRUCTION B. ITEM A OF THIS SUBSECTION MUST BE INOCULATED WITH A
I ENTRANCE IN THE FIELD AS NECESSARY DRILLING FIXING ADCASTING BEFORE HYROSEEDING. BY CONSTRUCTION AND SHALL PROVIDE
WORK, MINIMUMT OF 48 SECURE A LWD PRIOR TO
GAP BETWEEN BAGS
ACTS AS SPILLWAY CONSTRUCT SEDIMENT BARRIER AND 9. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE CONSTRUCTION.
III) Ip ( I I
FILTER FABRIC �� IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF
( CHANNELIZE RUNOFF TO SEDIMENT FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR 7. APPROVAL OF THIS PLAN BY
LWD DOES NOT CONSTITUTE A REPRESENTATION OF THE
= MIRE _ GRAVEL BAG DETAIL, TRAPPING DEVICE 10. NONNPHYTONTOXICC WETTING
AGENTS MAY BE ADDED TO THE UNDERGRO D UTILITY,APIPE, OR STRUCTURE IWITHIN THE NON-EXISTENCE OF ANY THIS PROJECT.
NOT TO SCALE A
HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. B. ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE LWD DISTRICT
ENGINEER
ti � � �
B. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000 LBS IN WRITING PRIOR TO CONSTRUCTION.
° °° ° ° PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR
PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW 9. CONNECTIONS TO EXISTING SEWER PIPE OR MANHOLES SHALL
ONLY BE DONE IN THE
° 4 ° ° ° IS USED IT MUST BE ANCHORED TO THE SLOPE BY MECHANICALLY DIRECT PRESENCE OF THE LWD INSPECTOR. NEW
SEWER SHALL NOT BE CONNECTED OR
SILT FENCE DETAIL ° ° ° WIDTH AS REQUIRED PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL. ALLOWED TO FLOW TO EXISTING
SEWER UNTIL AFTER FINAL ACCEPTANCE OF ALL
° ° ° ° °
° TO ACCOMODATE UPSTREAM WORK BY THE LWD INSPECTOR OR AS APPROVED BY DISTRICT ENGINEER.
NOT TO SOLE °° ° ° ANTICIPATED TRAFFIC C. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0,
,° ° WITH 15% SULFUR APPLIED AT THE RATE OF 500 LBS PER ACRE. 10. ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT
ANGLES TO THE SEWER MAIN
° UNLESS OTHERWISE SHOWN AS APPROVED BY LWD ON THE PLANS.
°° ,a° ° ° ° 4. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR 70
° °4 ° , ° HYDROSEEDING BY: 11. A 2-INCH HIGH 'S" SHALL BE INSCRIBED DN THE CURB FACE AT EACH LATERAL
LOCATION BY THE CONTRACTOR.
A. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A
19' RADIUS `� COMBINATION OF.' 12. A 10 GAGE SHIELDED COPPER WIRE SHALL BE BURIED OVER EACH LATERAL THE
MIN. 1. TRACK WALKING SLOPES STEEPER THAN 6.1. WIRE SHALL EXTEND UP TO A 2" COPPER TAG TIED AND SOLDERED TO
THE WIRE. THE
_ _ - - - - - - - _ \ 20 ' MIN 2. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM 1 ABOVE. TAG OVER THE SEWER MAIN
SHALL TERMINATE 6" ABOVE PAVING SUBGRADE WITH FINAL
_ _ ` B. CONDITIONING THE SOILS SD THAT IT IS SUITABLE FOR PLANTING LOCATION JUST BELOW PAVING. THE TAG OVER
THE CUSTOMER END OF THE LATERAL
SHALL EXTEND ABOVE GRADE UMNTIL CONNECTED AND SHALL THEREAFTER BE BURIED AT
\ CONSTRUCTION ENTRANCE DETAIL, B1. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP THE POINT OF CONNECTION.
�' E! BUT NOT SATURATED SEED BED.
90'12"W 81.20' _ 1 13. ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS
NOT TO SCALE 2. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING
OR COVERING SALINE SOILS TO PROVIDE VIABLE CONDITIONS
FOR GROWTH. 14. ALL SEWERS AND LATERALS SHALL BE WAYNE BALLED, LOW PRESSURE AIR TESTED,
ao ` ` ` ` \ ` \ ` I AND TELEVISED AT THE APPLICANT/CONTRACTORS EXPENSE PRIOR TO CONSIDERATION
HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS FOR FINAL ACCEPTANCE BY LWD. AIR TEST SHALL BE DONE AFTER
CONSTRUCTION OF
GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED O, FOR AREAS ALL OTHER UTILITIES AND UTILITY LATERALS.
x WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT
•�y � - \ \ �tip�\\ \ \ \ \ loo \ IS COMPLETED AND ALL SECURITY RELEASED. 15. ALL SEWERS AND LATERALS SHALL
BE IN PLACE AND SHALL HAVE FINAL APPROVAL
BY THE LWD INSPECTOR PRIOR TO PAVING.
\ \\ \ \ \ yr� \ \ \ 1 16. ALL NEW CONNECTIONS TO EXISTING SEWER SHALL BE MADE TO EXISTING WYES
OR
\ \ \ \ �•v \ \ SHALL BE MADE BY INSTALLING NEW MANUFACTURED WYES. STANDARD BELL AND SPIGOT
\ \\ \\ r \\ \ \ \\ AaA ENT PFOU" D15flRBAKE HATE OR PLAIN END WYES AND PLAIN END PIPE SPOOLS MATCHING
THE ADJACENT EXISTING
ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE PIPE MAY BE USED FOR INSERTING WYES INTO AN EXISTING SEWER.
1eo - - - - - \\ \ \ \ \� \\ \ \ \ \ \ \ 1 APPLICANTS PROPERTY. IF ANY DISTURBANCE TO ADJACENT PROPERTIES
17. IF NECESSARY DURING THE LATERAL CONNECTION WORK UPSTREAM FLOW IN THE
\ \ \ \ \ \ IS ANTICIPATED AS A RESULT OF ANY PROPOSED WORK, A WRITTEN LETTER
BOSIR1T F! Pt'R \ \\ \ J _ LEGEND OF PERMISSION FROM THE ADJACENT PROPERTY OWNER MUST BE OBTAINED EXISTING
SEWER SHALL BE TEMPORARILY PLUGGED AND BY-PASSED BY PUMPING OR
\ \ \ PUMPER TRUCKS FOR DISPOSAL TO A DOWNSTREAM LWD SEER. IN LOCATIONS WITH
_ DETAYL TH SET \ \ \ AND SUBMITTED TO THE CITY PRIOR TO START OF ANY SUCH WORK. ANY
\\ \ \ \ \ DISTURBANCE ON THE ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN SIGNIFICANT UPSTREAM FLOW, LWD MAY REQUIRED
TEMPORARY PROVISION OF DUTY AND
` \ \ \\ \ \ PREVIOUSLY AUTHORIZED IN WRITING AND SUBMITTED TO THE CITY E BYPASS EQUIPMENT WITH FULL-TIME
MANNED MONITORING. NO UNMANNED BYPASS SHALL
1 \ PROPERTY LINE
\ \\ \\ \ GROUNDS FOR A STOP-WORK TO BE ISSUED FOR THE PROJECT UNTIL THE BE ALLOWED.
" ISTURBEO SLOPU�& PADS- TO BE \ \ \ \ \ \ \ NEIGHBORING PROPERTY LINE REQUIRED PERMISSION IS OBTAINED.
"; TAB LAZED WITH,HYDROSEEDIN' \ \ \ \ 18. FOR CONNECTION OF PLAIN END TO PLAIN END PVC SEWER REPAIR COUPLINGS
" ' ' ' " ^ NOTE$ -THIS SHEET AS-A-MIN � \\ \ � \ � �
� "" . . .' ".' ' ' ' " '. . . � \ \ � EXISTING EASEMENT - - -- - - SHALL BE MADE OF PVC MATERIAL
MEETING THE SAME MATERIAL REQUIREMENTS AND
. " • . " . . . . " " . \ \ I OUTSIDE DIMENSION AS THE PIPE BEING REPAIRED. PVC SEWER
REPAIR COUPLINGS
. . . . . ""
\ \\ \\ \\ \ \ _ _ _ AfD1T7lAL � ' SHALL BE RUBBER GASKETED WITH NO CENTER STOP. PIPE ENDS SHALL BE THOROUGHLY
n ' ' - \ EXISTING OPENSPACE EASEMENT
•"•"•"" " • - �" ft\ CLEANED PRIOR TO INSTALLATION OF TEH REPAIR COUPLING(S). THE REPAIR COUPLING
1. EROSION CMNTIN MEASURES IMPL BONDED FIBER MATRIX, VEGETATIVE SHALL BE SLIPPED ALL THE WAY OJ TO ONE PLAIN END
PIPE, THEN THE PIPE AND
� � \ GRAVEL BAGS o000000000o COVERT, JUTE MATING) MUST 8E IMELEMENTED WHERE APPLICABLE TO N1 \ \ \ \ \
PREVENT SOIL EROSION ON SITE. SEDIMENT CONTROL MEASURES (E.G. SILT ADJOINING PIPES SHALL BE ALIGNED TOGETHER AND THE REPAIR COUPLING SLIPPED
� ° - - 1��Y9^ \ \ \\ \ \ \ 1I"• FENCING FIBER ROLLS, GRAVEL BAGS) MUST BE IN PLACE TO PREVENT BACK INTO
A POSITION EQUALLY SPACED BETWEEN THE TWO PLAIN END PIPES. PVC
_ �! \ \ \ \ \ iu 1> SILT FENCE -X X- SEWER REPAIR COUPLINGS SHALL BE AS MANUFACTURED
BY PW PIPE OR EQUAL
ERODED SOIL FROM LEAVING SITE. MATERIALS MANAGEMENT BMp MUST ALSO
\\ \\ \\ \ \ \ \ Q s _ BE FOLLOWED TO ENSURE NO CONTACT OF RAINWATER WITH MATERIALS THAT APPROVED BY THE LWD DISTRICT
ENGINEER.
m\ CONSTRUCTION ENTRANCE MAY CONTRIBUTE TO WATER QUALITY DEGRADATION DOWNSTREAM (E.G.
\ \ \ \ \ \ \
19. PVC OR VITRIFIED CLAY PIPE VCP SEWER PIPE AND WYES MAY BE USED TO -
-- CONCRETE OR STUCCO WASHOUT AREAS COVERED STORAGE AREAS FOR ! ) TIE
\ =
BA'G-CHECK \ \ \ \ \ �� \ , •�,'.,. ,�,� • • , , •., HAZARDOUS MATERIALS PLACEMENT OF PORTABLE TOILETS OVER A IN
TO EXISTING VCP. FOR CONNECTION OR REPAIR OF PLAIN END VCP TO VCP OR VCP
DAM PER D TAIL THIS \ \ \ \ \ \ \ \ \ HYDROSEED •••'•••••••'•'•'•••' PERVIOUS SURFACE. TO PVG A
ROMAC INDUSTRIES, INC. STYLE 501. OR APPROVED EQUAL, STRAIGHT OR
185 SHEETT�P1 °' \ \ \ \ \ \ \1 \ • • • TRANSITION COUPLING SHALL BE USED WITH A GASKET
RANGE FOR EACH END OF THE
- - \ \ \ \ \ \ 1 \ \\ • • • • • 2. NO DIRECTLY CONNECTED IMPERVIOUS AREAS (DCIA) SHALL BE COUPLING
TO MATCH THE OUTSIDE DIAMTER OF THE PIPE ON THAT SIDE OF THE
ALLOWED. DCIA MEANS STORM RUNOFF GENERATED AND CONVEYED VIA COUPLING BEING JOINED. THE CENTER RINGS SHALL BE DUCTILE
IRON PER ASTM A536,
IMPERVIOUS AREAS SUCH AS ROOF, ROOF DRAIN, DRIVEWAY, AND STREET. GRADE 65-45-12 AND SHALL BE PROVIDED WITH 16 MILS
FUSION BONDED EPDXY COLOR
CODED TO THE TYPE OF CONNECTING PIPE. GASKEYS SHALL BE SBR PER ASTM D2000
3. ALL PARCELS ARE SUBJECT TO ARCHITECTURAL DESIGN GUIDELINES MBA710, COMPOUNDED FOR WATER AND SEWER SERVICE. ALL
NUTS AND BOLTS SHALL
\ \ FOR FUTURE SINGLE-FAMILY RESIDENTIAL DEVELOPMENT. THESE BE TYPE 316 STAINLESS STEEL.
GUIDELINES ARE AVAILABLE AT CITY HALL (505 S. VULCAN AVE,
4 \ \ \ - _ - s - + I ENCINITAS, CA 92024) AND ARE APPROVED AS PER PC RES. 2006-27. 20. FINAL APPROVAL
OF PLAN BY DISTRICT ENGINEER IS VALID FOR A PERIOD OF
/ \ \ \ V pp 2 - - _ - _ _ IN( I I / TIME NOT TO EXCEED DIVE YEAR FROM APPROVAL DATE TO START
OF CONSTRUCTION.
- - - - - - 3 \ \\\\ \ \\� \' � / I / IF THE ONE YEAR TIME LIMIT IS EXPIRED PRIOR TO START
OF CONSTRUCTION THE
_ _ \ \ ��� I / I DEVELOPER SHALL RESUBMIT THE PLAN CHECK TO THE DISTRICT ENGINEER FOR AN
se \\ \ \ \ \\�\ u� \ ` i I C 3 UPDATED REVIEW AND APPROVAL. ANY CHANGES REQUIRED
TO THE PLANS SHALL BE
- MADE AT THE DEVELOPER EXPENSE AND APPROVED BY THE LWD DISTRICT ENGINEER
N09 PRIOR TO THE START OF CONSTRUCTION.
'0927'E�
(3.731
/ / \ NNBH 61_13 42:)4' �-- �- lep
3
187:, L \ \ \ \ � ._ - - - .- -
\ / \ \ \ I III / C
OE ILETHI SHEET , III �rn
m / SILT FENCE ER \ r-- T _ IY
/ DETAIL THIS 5 T \ - - \ - - -, -- -�ao III-
/ V I A\\
/ - S
PERSDETAILOT 13 SHEET;� a \-- - \
\ \ % N8947'11*V fir �- - - - - - - - - - - - -
\
P�OFESSI Nq
�O ZCHAEL O
PASCO LARET SUITE PLAN VMW - EROSION CONTROL PLAN �QQ� 4 <��� AS BUILT
0
& ASSOCIATE NOT TO SCALE c~a Z m
w m N0. 2/31/ o m i
� Exp. 12/31/13
CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYIN
535 N Coast ]Highway R91 Ste A Golama Beach, DA 029 �T CIYI� �ti� BRIAN M. A OLIND � DATE
ph 858,259.8212 1 fa 858.259.4812 1 plsaemglmeefflmg,co 4� OF CA�ZF� EXP.E 12131113
151
REVISIONS APPROVED DATE REFERENCES DATE BENCIMARK SCALE PLANNING & BUII.DING
DESIGNED BY oRTG av CHEBKAEO BY APPROVALS CITY OF ENCINITAS ENGINFMUNG DEPARTMENT DRAWING NO.
(. AL =y DESK. CITY OF ENCINITAS BENCHMARK PLANS PREPARED UNDER THE SUPERVISION OF REVIEWED e EROSION CONTROL PLAN
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DATE: 6'ZZ•IZ 1070 AVE. 11255-SG
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DATE: EXP. 12-31-13 DATE: k�i/L6/�2 DATE: 4 . 27-?_7
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