2013-11755 G (Plans)3
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RIGHT -OF -WAY NOTE E
EROSION CONTROL S
STORMWATER POLLUTION CONTROL BMP N
NOTES O
OWNER /PERM=E
OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR 1
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT TYLER SANDSTROM AT (858) 254 -9911, 24 HOURS A DAY. R
RELATIVE TO CONSTRUCTION ACTIVITlE$ N
NEW POINTE INVESTMENT GROUP, LLC
TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN ISSUANCE OF A STOP WORK 1
16880 W. BERNARDO DRIVE STE 230
NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE OWNER TO KNOW WHERE HIS /HER 2
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY C
CONCRETE WASHOUT S
SAN DIEGO, CA 92127
PROPERTY LINE IS. S
SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 C
CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRET (
(858) 451 -8700
AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES W
WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL T
TO WASH CONCRETE, SLURRY, MORTAR,
DRAINAGE NOTE W
WHEN RAIN IS IMMINENT. S
STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYAN E
E SYSTEM OR ANY RECEIVING WATER. S
SITE ADDRESS
CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION.
NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS TO DRAIN 3
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING 6
640 EZEE STREET
AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED I
INSPECTOR. C
CONSTRUCTION SITE ACCESS E
ENCINITAS, CA 92007
DRAINAGE FACILITY. A
A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEH�CLES E
EGRESS AND INGRESS TO PREVENT
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION T
TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 1
13" CRUSHED ROCK AND /OR CORRUGATED T
TE
�/ 4
OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. S
STEEL PANELS/PLATES. L
S,
ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. 5
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY C
CONSTRUCTION VEHICLES �
PARCEL 1: THE NORTHERLY 226.96 FEET OF THE
ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. A
�I P
FOR CONSTRUCTION VEHICLES E
EASTERLY 207.83 FEET OF LOT 4 OF GODBOLD'S
GENERAL NOTES P
PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. A
ALL MAJOR REPAIRS SHALL BE MADE S
SUBDIVISION, IN THE CITY OF SANTEE, COUNTY OF SAN
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC O
OFF -SITE. D
DIEGO, STATE OF CALIFORNIA, ACCORDING T
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC T
TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. T
THEROF N0.2303, FILED IN THE OFFICE OF THE COUNTY
WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO E
EROSION CONTROL R
RECORDER OF SAN DIEGO COUNTY, FEBRUARY 21, 1946.
AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY T
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED E
EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. S O
OPED SURFACES ESPECIALLY SHALL BE S
SEE EXHIBIT "A" ATTACHED HERETO AND MADE A PART TAS
THE 7
HEREON. P
PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURF C
CES SUCH AS EROSION CONTROL MATS, H
HEREOF FOR COMPLETE LEGAL DESCRIPTION. c
ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX.
c G
2. THE SOILS REPORT TITLED " GEOTECHNICAL INVESTIGATION AND FOUNDATION DESIGN RECOMMENDATIONS FOR 8
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE A
A.P.N :
CONCLUSION OF EACH WORK DAY. N
NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER.
FOUR PROPOSED SINGLE - FAMILY RESIDENCE, 640 EZEE STREET, ENCINITAS, CALIFORNIA" PREPARED BY ADVANCED C
GEOTECHNICAL SOLUTIONS, INC. DATED SEPTEMBER 24, 2013 SHALL BE CONSIDERED AS A PART OF THIS GRADING g
g• ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN D
DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUN T
THE CONSTRUCTION SITE. CONTRACTOR 2
256 - 180 -24
PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS T
THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (409). SILT AND OTHER DEBRIS SHALL S
SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY E
EROSION CONTROL MEASURES.
ZONING REQUIREMENTS
BE REMOVED AFTER EACH RAINFALL. V
Y. Z
GE PROJECTS SHALL BE CONDUCTED IN
V•ICINfTY MAP
3. ' SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY OR EASEMENTS P
PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. D
DO NOT REMOVE TREES OR SHRUBS R
R -3
SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. U
UNNECESSARILY,• THEY HELP DECREASE EROSION. N
NTS
STORMWATER POLLUTION CONTROL T
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE S
POST CONSTRUCTION SWAMP NOTES F
TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION I
IS NOT IMMEDIATELY PLANNED
SOILS ENGINEER'S CERTIFICATE
PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL.
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES 1
1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING P
DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO R
ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE P
PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION A
AND GRADING ACTIVITIES ARE COMPLETE. 1
1, Nl�j A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE
CONDI ;ION -
-ONTO THE STREET AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM. F
FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND �
EXISTING PRIOR TO GRADING. W
WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. P
�STU� O
2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED U
UPDATE ON .
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR W
WITHOUT A PERMIT FROM THE CITY O
ON-SITE CONSTRUCTION MATERIAL STORAGE M
. O
DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND S
STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT S
SEEPAGE AND SPILLAGE. CONTRACTOR R
REVIEWED THESE ?1 DIN AND CERTIFY AT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR
SURVEYOR. 3
3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP FACILITIES AND /OR TO TURF OR S
SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF T
THE RAIN. CONTRACTOR SHALL PROVIDE T
THIS PROJ H i ORP RAT HE GRADING PLANS AND SPECIFICATIONS.
LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS S
SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE O
OR REDUCE POLLUTION OF STORMWATER
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND A
AREAS MUST SLOPE TOWARD THE APPROVED BMP /IMP FACILITY AND /OR THE TURF /LANDSCAPED AREAS. F
FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCT JOE SOIL, PARING M
MATERIALS, ASI HALT CONCRETE, S
SIGNED: _
SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, A
AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED S
STORMWATER STORMWATER
_
LAWS AND REGULATIONS. 4
4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE F
FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED OR P
PROTECTED WITH SJIL STABILIZATION R
RCE NO.: f 2i ry �SOFESSI-
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (112) MILE OF A STRUCTURE FOR H
FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP 18MP. M
MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND T
THE PERIMETER AT ALL TIMES. /
/ ® t�® �`i A.0 4
HUMAN OCCUPANCY E
EXP. DATE
SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS 5
5. DRIVEWAYS SHALL HAVE A MINIMUM 29 CROSS SLOPE TOWARD THE IMP /BMP AREA OR HAVE ANOTHER T
TRAINING
" No.2,710 C°
AND CITY RECOGNIZED HOLIDAYS. "
APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE C
CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY F
F ENCINITAS SHALL BE TRAINED TO BE J
JOB 30% �?/
�{� � w
IMP /8MP. F
FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL R
REQUIREMENTS. THESE BMP NOTES SHALL .
w Exp. �
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL ,
BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) A
AND THE PRIME CONTRACTOR MUST A
ADVANCED GEOTECHNICAL SOLUTIONS, INC. O'4 0 "
, P
6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WITHOUT A PERMIT S
INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR O
OWN RESPONSIBILITIES. 9
9707 WAPLES STREET, SUITE 150 sr O�CN�` b�
AND PERMITIEE. THE PRE - CONSTRUCTION MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN 6
SAN DIEGO, CA 92121
ADVANCE BY CALLING (760) 633 -2770. F
FROM THE CITY.
WASTE MANAGEMENT P
PROJECT NO. 1307 -12 -
10. PRIOR TO HAULING DIRT OR CONSTRUC7ON MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHIN THIS 7
7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS C
CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL W
WASTE AND UNUSED CONSTRUCTION P
PHONE: (619) 708 -1649
PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE P
PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. M
MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, W
WHERE WATER CAN CARRY THEM INTO
THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED.
PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY T
ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. A
ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM WATER BEST L
M
NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. B
BERMS /DIKES SHALL BE PLACED
LEGEND
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL G
ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND A
AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES S
SHALL BE CHECKED FREQUENTLY
GRADING R
LOCKED WHEN NOT IN USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT F
FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DU P
PSTERS WITHOUT LIDS SHALL BE PLACED
"THE G
ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE W
WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS I
IN ORDER TO AVOID RAIN CONTACT WITH S
S.D.R.S.D. = SAN DIEGO REGIONAL STANDARD DRAffiNGS
GRADING UNDER PERMIT NO. 1F S
AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT. A
ANY TRASH MATERIAL.
APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED P
THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY M
PROPERTY BOUNDARY
FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. T
SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED THROUGH A CITY- APPROVED HYDROCARBON FILTER AND P
MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PINTS, V
VEHICLE FLUIDS, BROKEN ASPHALT P
DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A A
AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. N
NON- RECYCLABLE MATERIALS MUST BE
PROPOSED BUILDING
12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION S
SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. T
TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. F
FOR INFORMATION ON DISPOSAL OF S
SETBACKS - -
HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND H
HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE A
AT (800) 714 -1195. FOR INFORMATION P
PROPOSED CONTOURS 340
TRENCHES. HE SHALL
SUBMIT SOILS G
SAN DIEGUITO WATER DISTRICT NOTES O
ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO A7 (760) 436 -4151
SUITABILITY OF ANY T
EXISTING CONTOURS 340 -
OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL 1
1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD P
POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS A
AND RECYCLING RECEPTACLES AROUND C
CENTERLINE
EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. S
SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). T
THE SITE. E
EXISTING EDGE OF PAVEMENT
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND 2
2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE REPRESENTATION AS TO THE P
PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY F
FOR LEAKS. CONTRACTOR SHALL E
EXISTING SEWER MAIN s -
PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING A
ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR NON - EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR P
PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY F
FROM STORMDRAIN INLETS ON PERVIOUS E
EXISTING SEWER LATERAL S
PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF S
STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. S
SURFACES.
FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE
BEEN INSTALLED. V
3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE PARALLELING OR A
ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, G
GUTTER, AND STORMDRAIN. CONTRACTOR i
V1
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO 8E FILLED A
PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSING WITHIN 10 FEET M
MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE IRA V L
LED AWAY FROM CONSTRUCTION SITE
AND FILL SHALL BE PLACED IN ACCORDANCE P
OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS P
.
WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED C
UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. F
FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES A
AND REQUIREMENTS PLEASE CONTACT
THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS B
THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. P
PERMANENT BMP AREA (PVT)
SHALL BE REMOVED TO SUITABLE FIRM NATURAL GPOUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH T
OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S 4
4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE ANY EXISTING WATER P
PROPOSED PAVER (PVT)
RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH F
FACILITY (FIRE HYDRANT METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL O
OWNERS CERTIFICATE
SPECIFICATIONS. A
AFFECTED WATER FACILITIES MUST MEET CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. 2
It FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE I
IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE P
PLANS. IT IS FURTHER AGREED THAT
2: 1 SLOPE FILL SLOPE
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE AND O
OWNER'S EXPENSE. T
THE OWNER (DEVELOPER) SHALL HAVE A REGISTERED CIVIL ENGINEER MAKT S
SUCH CHANGES. ALTERATIONS OR
UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND A
ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES ARE N
NECESSARY FOR AND DESIRABLE FOR 2
2:1 SLOPE CUT SLOPE
TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, 5
5. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES. T
THE PROPER COMPLETION OF THE IMPROVEMENTS.
ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO L
LIMITS OF GRADING
BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE 6
6. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN I
I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS B
BEEN OR WILL BE RETAINED TO S
SURFACE DRAINAGE FLOWLINE < - - <
ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. D
DIEGO GAS AND ELECTRIC VAULTS. S
SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTIOA A
AND STABILITY OF THE SITE.
CUT - FILL LINE
II
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR 7
7 ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS. F
F
OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN W
WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING.
CLEARED WITH A NEAT AND FINISHED .APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF S
SIGNATURE: - DATE: f
DEBRIS FILL SHALL BE SECURED FROM 7KF SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY 8
8. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE S
S= SA ROM
SUCH MATERIAL. C
CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE JANUARY 1, 2010. IN COMPLIANCE WITH S
STATEMENT OF ENGINEER OF WORK
THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARTS.
17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN FOREST T
9• ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED WITH CATHODIC G
THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY T
THE ENGINEER SHALL COMPL ' WITH THE
MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY PROPERTY, OR WITHIN CITY 9
PROTECTION IN ACCORDANCE WITH WC -77 OR WC -18. F
GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER' T
TRADE OR oROFESSION. THE ENGINEER
EASEMENTS ARE REFERRED TO AS CITY TALES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION P
FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE I
IN ACCORDANCE WITH THE RU' ES AND
UNLESS SPECIFICALLY APPROVED OTHERWISE. NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT N
NOTIFICATIONS R
REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT T
THAT THE ENGINEER CONTROLS SUCH
SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE P
PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW P
PERFORMED BY THE CITY OF ENCINITAS IN
OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED 1
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS I
ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER I
IS NOT A DETERMINATION BY THE
TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A C
WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO D
CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF E
E PLANS OR DESIGN AND IT THEREFORE
CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. W
EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE DUE T
DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS O
OR DESIGN OF IMPROVEMENTS BASED
EARTHWORK DATA P
PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. A
THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS 7HE C
CITY OF ENCINITAS AND ITS OFFICERS,
IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES E
INJURY ARISING S
NEGLIGENT ACTS,
STEEPEST EXISTING NATURAL SLOPE ON -SITE 2 H 1 V P
PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF U77LI77ES AND NOTIFICATION OF COMMENCEMENT
ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS / HER AGENTS OR EMPLOYEES A
ACTING WITHIN THE COURSE AND
MAXIMUM VERTICAL DEPTH OF CUT = 3 FT T O
OF WORK: S
SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THEW K
K PERFORMED BY THE ENGINEER.
MAXIMUM VERTICAL DEPTH OF FILL = 3 FT A
A. SEWERS - CSD - (760)- 633 -2770 R
/O
CUT = 145 C. Y. FILL = 185 C. Y. C
B. GAS & ELECTRIC - SDGE - (760)- 438 -6200 S
SIGNATURE DATE: q
ROFESS /
IMPORT =
C. WATER - SAN DIEGUITO WATER DISTRICT -1- 800 - 227 -2600 �
WILLIAM G. MA RCE No. 73620 F
PV G
= 4
D. TELEPHONE - SBC BELL - (760)-489-3411
PASCO LARET SUITER & ASSOCIATES n
E. CABLE TV - COX COMMUNICATIONS- (760)- 806 -9809 X -2233 5
535 N. COAST HIGHWAY 101 y
z
* ESTIMATE DOES NOT INCLUDE STRIPPINGS, UTILITY TRENCH VOLUMES OR ANY OVEREXCAVATION, IF REQUIRED BY 2
2• CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS R
SOLANA BEACH CA, 92074 w
w No. 73620 m
SITE CONDITIONS. CONTRACTOR SHALL CONFIRM THAT ESTIMATES ARE CORRECT PRIOR TO COMMENCEMENT OF WORK. P
PROJECT. PHONE: (760)- 633- 2770.T k
ki
EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES ONLY. (CALCULATED ON A THEORETICAL BASIS. P
ACTUAL QUANTITIES MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS). REMEDIAL GRADING QUANTITIES ARE NOT 3
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE (760)633 -
PLSA 2080 F
FT CIV \L �Q B
BMP STATUS:
ABLE TO BE DETERMINED. REFER TO SOILS REPORT FOR REMOVAL AND RECOMPACTtON DEPTHS. W
-2770. A
(� :
WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. O
STANDARD PROJECT
AS BUILT P'AS C 0 LARET S U ITE R I
IMPERVIOUS AREA E
ENCINITAS FIRE PROTECTION DIST. S
SAN DIEGUITO WATER DISTRICT E
ENCINITAS PARKS & RECREATION DEPT. E
ENCINITAS PUBLIC WORKS DEPT.
( & ASSOCIATES I
IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 0 SQFT R
LAND PLANNING + LAND SURVEYING I
IMPERWOUS AREA AFTER
R EWE BY' W
W D Y.° R
RE E
E Y:
5351 North Highway L
` 3 �
12.- /n - /; Z
Z E
EXP. 12/31 /14 ph 858.259.8212 fz 858.259.4812 plsaengineering.com D
IMPERVIOUS AREA R I
DATE: D
DATE: D
DATE: D
D E
EXPIRES 2 YEARS AFTER D
DATE
REVISIONS A
APPROVED D
DATE R
R ERENCES D
DATE B
BENCHMARK S
SCALE P
PLANNING & BUILDING D
DESIWGAD BY D
DR
CHEWGM BY A
APPROVALS C
CITY OF ENCINITAS ENGINEERING DEPARTMENT D
DRAWING NO.
TRC B
A AS- I
IC'I• Q
Q -
-/- F
FCITY OF ENCINITAS CONTROL P
POINT NO. 1026 P
PLANS PREPARED U
UNDER THE SUPERVISION OF R
REVIEWED BY: -�O G
GRADING A
AND IMPROVEMENT PLANS FOR:
PLSA 2080
c�V
V
f
APPROXIMATE FLOWLINE
OF EX DRAINAGE LOT B
RIP -RAP PE �-
SDRSD D -40
194.5 IE
(WooV,Wire Fence
3 PVC S /
91LLFF d0 11d %_lMIINdI►L
196.01 TG I
194.59 IE
195.26 FG
i �Ln
MAP 12014
gh Masonry Wall) LOT 7 I LOT 6 0
r
TV-< LOT <6-& -
196 II II II II / / °
co
ROTECT IN PLACE GRADING NO
195.8 C ° 1. ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE APPLICANT'S
-7�� _ i�_Q_ PROPERTY. IF NY DISTURBANCE TO ADJACENT PROPERTIES IS ANTICIPATED AS
A RESULT OF ANY PROPOSED WORK OR AT THE DISCRETION OF THE CITY FIELD
INSPECTOR. A VRITTEN LETTER OF PERMISSION FROM THE ADJACENT PROPERTY
6.26 FG' `� �\ I OWNER MUST E OBTAINED AND SUBMITTED TO THE CITY PRIOR TO START OF
LAND G TOP OF BERM `�� ANY SUCH WORK. ANY DISTURBANCE ON THE ADJACENT PRIVATE PROPERTY
TOP OF BERM . v 2(p THAT HAS NOT BEEN PREVIOUSLY AUTHORIZED IN WRITING AND SUBMITTED TO
Iq6- I THE CITY IS GROUNDS FOR A STOP -WORK TO BE ISSUED FOR THE PROJECT
96. COVERED DEC% 19 .80 / }u FL °�+,
G O � 19 .80 �I UNTIL THE REQUIRED PERMISSION IS OBTAINED.
G
2. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL
7% . I DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO
COLLECTION AN DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC
F C ' 196.33 I I STORM DRAIN SYSTEM. GRASS AND LANDSCAPE AREAS DESIGNATED FOR
C:
3 �R GARAGE FL b _ / \ STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A
'% CUT -FILL LINE ) o
i PERMIT FROM E CITY.
1 b� of
N 96.55- � ' ' 19 80 ( °o
$ FL _ P FG :W NOTE
m ' NEW IkAMILY RESIDE I h 1. INSTALL TWO-SIDED "BLUE DOT" REFLECTIVE FIRE
..
7Z ( HYDRANT MARKERS 4" TO 6" FROM CENTER LINE ON
n I i _ = 19747 I M HYDRANT SIDE.
m "
PAP .80 2 N 2. ALL FIRE APPARATUS ACCESS ROADS SHALL HAVE AN
W Z h I I 196. / o UNOBSTRUCTED VERTICAL CLEARANCE OF NOT LESS
196.97 FS T A 256- 180 -24 I
FG 196.80 o THAN 13 FE T 6 INCHES, PER CFC 503.2.1.
FACE OF ARAGE
�r FG / / 3 3. .-IRE APPARATUS ACCESS ROADS :;HALL BE DESIGNED
y f -% AND MAINTAINED TO SUPPORT THC IMPOSED LOADS
>M P , I o N OF NOT LESS THAN 75,000 POUNDS AND SHALL BE
° z PROVIDED WITH AN APPROVED PAVED SURFACE TO
/ ¢ PROVIDE ALL.-WEATHER DRIVING CAPABILITIES.
196.0 j F C / 197.00 FS ZIA- a
FL 196.31 PS , ° ROTECT IN PLACE
' , > �° EXiSTIN'G R LATERAL NOTE
FG _ 196.70 FL CONTRACTOR TO VERIFY INSTALLATION OF BACKFLOW
RE DEPT ° ' f > _ PREVENTION DEVICE ON EXISTING SEWER LATERAL PRIOR TO
196.8 `nibuwoivi►in I '. / LAWN rnirvrn -I� � �„� 196.80 FG CONNECTION
s 10' 5' 0 10' 20'
V)
a GRAPHIC SCALE IN FEET
c�
AS BUILT
WIL l G. MACK AT
R.C.E. NO. 73620
EXP. 12131114
w
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at f%00uuI14TE0
CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
535 North Highway 101, Ste A, Solana Berch, CA 92075
ph 85-0.259.8212 1 fz 858.259.4812' plaaengineering.com
• j W W.141TIN 7M IIIIIIIII •
T
I
I
I
I
I
I
I
I
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256- 180 -36
NSTALL "NO PARKING -FIRE LANE"
SIGN ® 751 MIN. 0. C. (TYP) CHAIN LIN"
I FENCE
EX SEWER MH
RIM 201.66 417�51` OF 4" AC OVER
IE 196.56± 6" CLASS It BASE FOR
S ACCESS WIDENING
EX. POWER POLE EX
—w— — W— — W— --TO Wv_ —w
INSTALL "NO PARKING -FIRE LANE " -1 3' CLEAR SPACE SHALL BE MAINTAINED
SIGN ® 75' MIN. O.C. (TYP) AROUND CIRCUMFERENCE OF EX. FIRE HYDRANT
REFERENCES DATE BENCHMARK SCALE
CITY OF ENCINITAS CONTROL POINT NO. 1026
PER ROS 18416
HORIZONAL
VERTICAL N/A
DATUM: NAVD88 ELEV.: 175.189'
UCJIbIYCU O! OIY 6!
URH2 ,.RCV U
APPROVALS
1 ALIJ
WGM T WS M,
WGM
PLANS PREPARED UNDER THE SUPERVISION OF
��]]O��F,�QQ
DATE: 1 � `t`'`
vt111A 11A 'r R.C.E. NO. 73620
REVIEWED R e:
,-14- ZO 6i—
G
MASIH MAHER
GLENN PRUIM
CITY ENGINEER
WILLIAM G. MACK EXP. 12131114
DATE: 2 2 I
DATE: i i T113
CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO.
GRADING AND IMPROVEMENT PLANS FOR:
624 EZEE STREET 11755 -G
13 -148 CDP A.P.N. 256 - 180 -24 SHEET 2 OF 3
PLSA 2080
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IMPERMEABLE
LINER
SECTIONS AND DETAILS
6' WIDE
12" AREA DRAIN
TG PER PLAN
6"
2" HARDWOOD MULCH
COVER OR CITY
APPROVED EQUIVALENT
2%
3" PERFORATED PVC--j "NO LINER AT BOTTOM
SUBDRAIN. OUTLET PIPE
* BIORETENTION "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 6" "SANDY LOAM" SOIL
MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50 -60% SAND,
20 -307 COMPOST OR HARDWOORD MULCH, AND 20 -30% TOPSOIL, FREE OF STONES,
STUMPS, ROOTS, OR SIMILAR OBJECTS, AND ALSO FREE OF NOXIOUS WEEDS.
DETAIL - 010RETEN7ION PEMANEW BMP
NOT TO SCALE
6" ENGINEERED SOIL
* SEE NOTE BELOW
-6" OF 314" GRAVEL
- EXISTING SOIL
20' PRIVATE ROAD - EZEE STREET
14' 6'
FILL OPENINGS IN PAVER
1.5' 3 2' 4' UNITS WITH Y4" TO 3 /s"
AGGREGATE
3I? 4" AC PAVING
Q J
�I 27. 2% 5% VARIES MAX 2" BEDDING COURSE LAYER
114" TO 318" AGGREGATE
u u v u
.... ............ 4" BASE COURSE LAYER
.......................... 112" TO 1" AGGREGATE
12" SUB BASE COURSE LAYER
6" CLASS II BASE 112" TO 3" ANGULAR ROCK
6 "X16" PCC FLUSH CURB
AT EDGE OF PAVING NOTE:
PAVER INSTALLATION SHALL BE PER MANUFACTURER'S RECOMMENDATIONS. PAVER
PERMEABLE PAVERS ORCO SECTION IS SHOWN FOR REFERENCE ONLY PAVER SECTION IS REQUIRED TO
AQUA -BRIG OR APPROVED MAINTAIN IMPOSED LOADS OF NOT LESS THAN 75,000 LBS
EQUAL
TYTICAL SECTION ® EZEE STREET FRONTAGE
NOT TO SCALE
BUILDING FACE
10'
5% GARAGE FF PER PLAN
EXISTING GRADE
LIMITS OF GRADING
AT PROPERTY LINE
AS BUILT
o WILLIAM G. MACK'
R.C.E. NO. 73620
EXP. 12131114
w
w
REVISIONS
BUILDING FACE
1ST FLOOR
FF PER PLAN
—PAD THICKNESS AND MATERIAL
PER GEOTECHNICAL ENGINEER'S
RECOMMENDATIONS
SECIM A A
NOT TO SCALE
PASCO LARET SUITER
& ASSOCIATES
CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
535 North Highway 101, Ste A, Solana Beach, CA 92075
ph 858.259.8212 1 fz 858.259.4812 1 plsaengineering.com
LIMITS OF GRADING
AT PROPERTY LINE
D
APPROVED CATE REFERENCES DATE BENCHMARK SCALE
�'�• . CITY OF ENCINITAS CONTROL POINT NO. 1026
PER ROS 18416 1"=10'
HORIZONAL
DATUM: NAVD88 ELEV.: 175.189' VERTICAL N/A
EROSION CONTROL PLAN
I'
ra
re
1
i�
-s� - -
ti
BAG CFAECK DAW JV • / /�I •1 -:
/, - ' • ' • Mg-
FS AT , •
FACE OF a
4ARAGE . -
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Povement)�
APN
56 -W-20 \ W_ '9
Existing 3" AC Waterline Referenced
Son Dieguito WD Dwg. CWW -08A
RUNOFF
GAP BETWEEN BAGS
ACTS AS SPILLWAY
GRAVEL BAG DET,
NOT TO SCALE
°
g P
� _ r
°
e
W -
L:l�l
GRADING NOTE:
DETAILS ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE APPLICANTS
PROPERTY. IF ANY DISTURBANCE TO ADJACENT PROPERTIES IS ANTICIPATED AS A
RESULT OF ANY PROPOSED WORK OR AT THE DISCRETION OF THE CITY FIELD
INSPECTOR. 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 ISSUED FOR THE PROJECT UNTIL THE REQUIRED
PERMISSION IS OBTAINED.
LOT 6
H DRO EED NOTES
< - - - — L-QT< -6-&- 1. HYDROSEEDING SHAL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6:1 (HORIZONTAL
TO VERTICAL) OR STEEPER WHEN THEY AREA:
II II A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS
B. FIVE FEET OR MORE IN HEIGHT IN CUT AREAS UNLESS SLOPE IS NOT SUBJECT TO
/ EROSION DUE TO THE EROSION RESISTANT CHARACTER OF THE MATERIAL AS APPROVED
BY THE CITY ENGINEER.
F C 2 IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM
a LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH.
3. HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING.
A. SEED MIX SHALL CONSIST OF NO LESS THAN,
/ 1. 20 LBS PER ACRE OF ROSE CLOVER
2. 20 LBS PER ACRE OF ZORRO FESCUE
J. 3 LBS PER ACRE OF E SCHOOL CIA CALIFORNICA
4. 4 LBS PER ACRE OF ACHILLEA MILLEFOLIA
�I 5. 3 LBS PER ACRE OF ALYSSUM (CARPET OF SNOW)
6. 112 LB PER ACRE OF DIMORPHOLECA
I 7. ITEMS C, DE AND F OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS
77- WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC
STREET OR RESIDENTIAL STRUCTURES
I 8. ITEM A OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING
BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE
\ HIROSEEDING.
9. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE IN UNOPENED
CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE
CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS.
10. NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED TO THE HY'DROSEED SLURRY
,�u AT THE DISCRETION OF THE CONTRACTOR.
T 1 I °.^' I =n B. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000 LBS PER ACRE. TYPE
6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED
'S� ®ENCE I �tl` FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY
/ 2 `4 MECHANICALLY PUNCHING NO LESS THAN 507 OF THE STRAW INTO THE SOIL.
o
°j C. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16 -20 -0, WH17H 15%
E1 / 3° � SULFUR APPLIED AT THE RATE OF 500 LBS PER ACRE.
a
lY GAVEL I c N 4. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY.'
o
:T10N J , a A. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OP.
fD -SYCR _ Q 1. TRACK WALKING SLOPES STEEPER THAN 6:1.
2. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM 1 ABOVE.
B. COND1770NING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY.•
1. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT
SATURATED SEED BED.
2. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR COVERING
SALINE SOILS TO PROVIDE VIABLE COND177ONS FOR GROWTH.
HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE
PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE
PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL SECURITY RELEASED.
COARSE
AGGREGATE
FILTER
I FABRIC
WALK m
M
F \
C
P 197
S -
PROPOSED / AC PAVEMENT --�
7RE DEPT 1URNAROUN
W— — —W —W= —W Li
56- - —
Pavement APN 2180 34
AN EASEMENT FOR ACCESS AND
INCIDENTAL PURPOSES, RECORDED
SEPTEMBER 12, 1949 AND
RE- RECORDED FEBRUARY 6, 1950,
EROSION CONTROL PLAN
SCALE: 1" = 10'
TWO LAYERS OF GRAVEL BAGS
WITH ENDS OVERLAPPED
10' 5' 0 10' 20' 3(
GRAPHIC SCALE IN FEET
I \
PERVIOUS PAVERS --T
�W -- W -- —
NEW 1" WATER�SERVICE AND METER W
(Edge of Pavement)
City of
1. SET POSTS AND EXCAVATE A
4BY4IN 10 BY 10 CM)
TRENCH UP LOPE I.OM AND
ALONG THE LINE OF POSTS.
J. ATTACH THE FILTER FABRIC TO
THE WIRE FENCE AND EXTEND IT
INTO THE TRENCH.
DESIGNED BY
DRJRC BY CHEWGMD BY
APPROVALS
PLANS PREPARED UNDER THE SUPERVISION OF
DATE,
r
R.C.E. NO. 7362
REVIEWED PY-
�. -AA-
MASIH MAHER
GLENN PRUIM
CITY ENGINEER
WILLIAM G. MACK EXP. 12131114
DALE: 12
DATE: �Z YV
Dwg. No. E -35
2. STAPLE WIRE FENCING TO
THE POSTS.
�4 IN (10 CM)
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
FILTER FABRIC
WIRE _
NOT TO SCALE
NOT TO SCALE
CITY OF ENCINITAS ENGINEERING DEPARTMENT
GRADING AND IMPROVEMENT PLANS FOR:
'- 624 EZEE STREET
/3 13 -148 CDP A.P.N. 256 - 180 -24
DRAWING NO.
11755 -G
SHEET 3 OF 3
1.1' MIN., UNLESS OTHERWISE
SPECIFIED BY A SOILS ENGINEER
SECTION A -A
NOTE.
CONTRACTOR TO MODIFIY CONSRUC71ON
ENTRANCE IN THE FIELD AS NECESSARY
DITCH
CONSTRUCT SEDIMENT BARRIER AND
CHANNELIZE RUNOFF TO SEDIMENT
TRAPPING DEVICE
A
L
K
1
ot
W!DTH AS REQUIRED
-
(
TO ACCOMODATE
.1 i
F
ANTICIPATED TRAFFIC
K
K
/
tW
K
w
19' RADIUS
A
w
MIN.
20' MIN
NOT TO SCALE
NOT TO SCALE
CITY OF ENCINITAS ENGINEERING DEPARTMENT
GRADING AND IMPROVEMENT PLANS FOR:
'- 624 EZEE STREET
/3 13 -148 CDP A.P.N. 256 - 180 -24
DRAWING NO.
11755 -G
SHEET 3 OF 3