2011-10672 SG (Plans)STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTIONACTIVITIES
CONCRETE WASHOUT
CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL
TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER.
CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION.
CONSTRUCTION SITEACCESS
A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE THIS
SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND /OR CORRUGATED STEEL PANELS /PLATES.
CONSTRUCTION VEHICLES
A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND
ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF —SITE
EROSION CONTROL
EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY
INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX.
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DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE CONTRACTOR SHALL PROTECT CHANNELS
AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES.
REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARYY, LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY
REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY • THEY HELP DECREASE EROSION.
TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL
PURPOSES EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL.
PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE.
WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED.
ON -SITE CONSTRUCTION MATERIAL STORAGE
STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS
WHERE THEY WILL STAY DRY OUT OF THE R41N. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE.
ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT
CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMW ATER STORMWATER FLOWS AND STORM
DRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT
BARRIER AROUND THE PERIMETER AT ALL TIMES.
TR41NING
CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE IRAINED TO BE FAMILIAR WITH THE CITY OF
ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE
PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN
RESPONSIBILITIES.
WASTE MANAGEMENT
CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUC71ON MATERIALS. DUMPING OF UNUSED OR
WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED.
NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED AROUND ALL DUMPSTERS TO
DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL
TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO
AVOID RAIN CONTACT WITH ANY TRASH MATERIAL.
MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND
CLEARED VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS
HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800)
714 -1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151.
POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE
PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY
CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORM DRAIN INLETS ON PERVIOUS SURFACES.
ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORM DRAIN. CONTRACTOR MUST ROUTINELY CHECK AND
CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE
FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT
CITY OF ENCINITAS AT (760) 633 -2770.
VICINITY MAP
CHANGE NO. I DESCRIPTION
Al REVISED NOTE - SNEET 2. _
'A6-6u/LT' 4- 43 -/3
a
R
a
N.T.S.
EROSION CONTROL
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT ANNA KALIMAN AT (858) 449 -1282, 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.
J. 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 ORDER TO THE SATISFACTION OF
THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL.
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY
ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC
TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE.
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON.
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE
CONCLUSION OF EACH WORK DAY.
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 FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE
REMOVED AFTER EACH R4INFALL.
WORK TO BE DONE
A. GENERAL
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC
WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN
DIEGO AREA REGIONAL STANDARD DRAWINGS ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED
BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION.
2 APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES LOCA71ON AND TYPE OF DRAINAGE
FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS SEPARATE APPROVALS AND PERMITS
FOR THESE SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS.
3 THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCHMARK WHICH IS DISTURBED OR
DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED
LAND SURVEYOR.
4. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND
SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH
STANDARDS, LAWS AND REGULATIONS
5. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (112) MILE OF A SIRUCTURE FOR HUMAN
OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5 :30 P.M. AND 7.•30 A.M. NOR ON
SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS.
6. THE SOILS REPORT RILED "SOIL INVESTIGATION, PROPOSED ADDITION AND RENOVATION, EXISTING RESIDENTIAL
BUILDING SITE, 1534 CREST DRIVE, ENCINITAS, CALIFORNIA FOR MR. MARK KRONES" PREPARED BY ALLIED
EARTH TECHNOLOGY DATED AUGUST 30, 2010, AND UPDATE LETTER DATED DECEMBER 1, 2020, PROJECT I
10- 1167F2 SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN
ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT
STATEMENT OF ENGINEER OF WORK
THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE
GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER
FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND
REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH
PERFORMANCE. THE ENGINEER AGREES THAT ANY PLAN CHECK OR REVIEW PERFORMED BY THE CITY OF
ENCINITAS IN ITS CAPACITY AS A PUBLIC EN71TY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A
DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR
DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN
OF IMPROVEMENTS BASED THEREON THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF
ENCINITAS AND ITS OFFICERS, AGENTS. AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING
SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR
EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF
THE WORK PERFORMED BY THE ENGINEER.
BY. DATE:
(�
— R�ND R. B OWN
SOWARDS AND BROWN ENGINEERING, INC.
2187 NEWCASTLE AVENUE, STE 103
CARDIFF BY THE SEA, CA 92007
TELEPHONE NO. (760) 436 -8500
RCE NO.: 36190
SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT PARKS AND RECREATION PUBLIC WORKS DEPARTMENT
REVIEWED BY
DATE BENCHMARK
DESCRIPTION: CITY OF ENCINITAS BENCHMARK 1039
LOCATION:CHISELED SQUARE LOCAIED AT WEST END
OF NORTHWEST CORNER OF LAKE DR. & BIRMINGHAM DR.
RECORD FROM:CITY OF ENCINITAS BENCHMARK SYSTEM
ELEVATION: 32398
DATUM: NAVD88
DATE.•
SCALE
HORIZONTAL: N/A
VERTICAL: N/A
REWE/WWEE,DBY- REVIEWED BY:
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45�4 /04 914P
DAIS DAIS•
PLANNING AND BUILDING DESIGNED BY: DRAWN BY: Ch
'ILK
REVIEWED BY.•
I.Ya
PLANS PREPARED UNDER SUPERVISION OF
�Z 2? lO DATE:
R.C.E. NO.: 36190
Ak
R NDY R. BROWN EXP.: 6 30 12
1FESS
1 CO q�P.
No. 36190
AExp. 6 /30/12
sT9T Cluv
�OF CAIN
DAIS•
ENGINEERING DEPARTMENT APPROVALS
RECOMMENDED ,��,� AP E .
A
MASIH MAHER, C42519 PETER TA -R BLES, C52176
Wpm �O � � � �� C tJV14/
DATE DATE
ANNA KALIMNV, TRUSTEE OF THE A & M TRUST DATED JULY 19, 1999
6340 CASCADE STREET
SAN DIEGO, CA 92122
(858) 457 -3438
SITE ADDRESS.•
1534 CREST DRIVE
ENCINITAS, CA 92024
ASSESSORS PARCEL NUMBER: 262 - 021 -06 I
LEGAL DESCRIPTION:
LOT 6 IN BLOCK "B" OF PAL094RES HEIGHTS IN THE CITY OF ENCINITAS,
COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF
No. 2114, FILED IN THE COUNTY RECORDER OF SAN DIEGO COUNTY ON
JUNE 19, 1928. V
LEGEND
DESCRIP17ON SYMBOL
PROPERTY BOUNDARY
SETBACK LINE
EXISTING CONTOUR
PROPOSED CONTOUR
EXISTING ELEVATION
PROPOSED ELEVATION
LANDSCAPE SWALE
DIRECTION OF FLOW
BUILDING FOOTPRINT
STORM DR41N PIPE (SDR 35)
6" DIA ATRIUM GRATE
FLO -WELL BY 'NDS'
BMP TREATMENT AREA
ewdv L
374
J
—�
T O \
�y EARTHWORK QUANTITIES:
MAXIMUM VERTICAL DEPTH OF CUT = 1.2'
MAXIMUM VERTICAL DEPTH OF FILL = 1.5'
DISTURBED AREA: 0.38 ACRE
CUT VOLUME: 240 CY
FILL VOLUME: 240 CY
IMPERIOUS AREA:
IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 9,284 SQ FT
IMPERVIOUS AREA AFTER CONSTRUCTION. 7,307 SQ FT
DECREASE IN IMPERVIOUS AREA: 1,977 SQ FT
CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT
SIMPLIFIED GRADING PLAN FOR: KRONES RESIDENCE
104 CREST DRIVE
A.P.N.: 262- 021 -06
BUILDING PERMIT No. 10 -743, 744 & 746
JOB No. 10 -038 DATE.• 12/22/10
DRAWING NO.
SHEET 1 OF 2
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CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT
SIMPLIFIED GRADING PLAN FOR: KRONES RESIDENCE
104 CREST DRIVE
A.P.N.: 262- 021 -06
BUILDING PERMIT No. 10 -743, 744 & 746
JOB No. 10 -038 DATE.• 12/22/10
DRAWING NO.
SHEET 1 OF 2
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LOT 5
ANN, ZEi-9 17 21-05
GREENHOUSE TO
C � i
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EXISTING EASEMENT FOR RIGHT OF WAY OVER AND UPON
GRANTED TO SAN�DIEGO IRRIGATION DISTRICT RECORDED
OCTOBER 18 1928; IN BOOK 1521 PAGE 256 OF DEEDS
� 1
SHED TO REMAIN
flWALL AND PATH
J TO REMAIN
w
rn
WALLS AND
TO REMAIN
FEATURE TO I
E� 363
PRIVATELY MAINTAINED BMP STORM CANOPY TO J
WATER POLLUTION CONIROL SWALE REMAIN
'APAI, 202-017W
k
LOT 7
4
4'W /De
WIDWt - PER -PLAIN
4' -6' RISE TO PROPERTY LINE e-3,
6' OF 314' CRUSHED ROCK
STREET SEC71ON - A
t
413919 29884' UD 22.1
E3 8
} LID 2.22 2 STEPS 3j3 \\ SD CLEF mouT
PROPOSED 2ND FLOOR DECK �} _lE FSS-21
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yly f1 374. 4=
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6�y 378 50 PROPOSED GWAGI i
377.7 A5 4 SS -6 SD- i
ROPOSED PATIO " f GF 374.56 31
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.,.- PAD 373.8�g56� ItRAVEL LID 3.2 P 32
it i
BRI!,
I
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11 37438 RE 31\537 1 37474 G v ADRNEWANI g 4
PATIO TO MAIN ¢61 `� 318' G 31 h PI= 37.7 co
a w
® ADJUST TO NEW 1i 3 1�5��G 3 8.1% 3�6051�
GIb1DES AS NEC RY \� G 16
37 ' 4'lVC
4 . 4ki1 PLANTS N 2. p1 374.14 O
30 . 1, 1
33% RENOVATE EXISTINI� �N1 e(>7j1� i CoN� ^1 z m _
POOL & 1q RESIDENCE 3 p• y 0
._; SPA >O 3 n' 1S
r PROPOSED RESIDENCE n g3 ❑
REMAIN FF 374.82 1E 31� i 2 io
PAD 374.12 PLANTEI�I DEEPS Di LID 221
>> _ . F.Y.S.B ❑ ❑
SO I
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Rai ; 37487 IE J71 67
li 1 R�6 31 h qG b�
_ w-
E OUT,7 70 . _ ._ 37 7 __ _ X15 LID 22.5 ^ m
1B If IN 371:70 141
��. 31 7
JB 37358 313'$ PROPOSED L c
{
GISMA 10 n
WM -1 o FF376.70 ti r° gip.
PAD 376LOO
REMOVE EXISTING WM_5 LID 3.2 B B
DRIVEWAY'
MAL-
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EXISTING STUDIO UO 22.1 WM -8 m_2 3 SS -4 P 3 LL
TO BE REMOVED WM -g ' y LVD 2.211�gg ? 1.5% 5S -6 °o
[r
N89'38:39
EXISTING SEPTIC SYSTEM
3' BLADED SWALE "' A
` PR07ECT IN PLACE WALL TO
EXISTING CACTUS TO REMAIN A
REMAIN
CAUTION Y
CONTRACTOR TO VERIFY EXACT LOCATIONS & ELEVATIONS
OF EXISTING UNDERGROUND UTILITIES PRIOR TO START OF
CONSTRUCTION THE ENGINEER OF WORK SHALL BE
NOTIFIED OF ANY DISCREPANCIES WITH THESE PLANS.
EXISTING AC PAVING
7777/.
J•t J3i�_y�i'JL7
&IVVet- 6tlWe
310,
FINISH GRADE- 11 /- FINISH GME
PRIVATELY MAINTAINED BMP STORM
WATER POLLUTION CONTROL SWALE - B
MS
3.5' PINE TO BE REMOVED & REPLACED
WITH 2 24' BOX PINE TREES
'- 2' 7REE TO
REMAIN
CAUTION!I
1 GAS LINE
WALL TO
REMAIN
TO INSTALL
EXPENSE
s- EXISTING 1' AG
METER TO REMAIN
3.5' PALM
TO REMAIN
REMOVE EXISTING
AC DRIVEWAY
i
2`� PALM TO
RiMZN
? `k
l � A
NOTE �
PRIVATELY MAINTAINED BMP STORM WATER POLLUTION
CONTROL (SWPC) SWALE NOT TO BE MODIFIED WITHOUT
A PERMIT FROM THE CITY OF ENCINITAS.
1 i
HAVING 24' COVER (MIN.)
3. EXISTING PRIVATE SEPTIC SYSTEM TO REMAIN.
0
4. THE GROUND ADJACENT TO BUILDINGS SHOULD SLOPE AWAY MINIMUM OF 5 FEET AT A MINIMUM
GRADIENT OF 21
5. UNLESS NOTED OTHERWISE, PRIVATE CATCH BASINS TO BE 6' DIA. ATRIUM GRATES BY 'ADS'
i4
4 �
GREENHOUSE TO
C � i
cJ s
EXISTING EASEMENT FOR RIGHT OF WAY OVER AND UPON
GRANTED TO SAN�DIEGO IRRIGATION DISTRICT RECORDED
OCTOBER 18 1928; IN BOOK 1521 PAGE 256 OF DEEDS
� 1
SHED TO REMAIN
flWALL AND PATH
J TO REMAIN
w
rn
WALLS AND
TO REMAIN
FEATURE TO I
E� 363
PRIVATELY MAINTAINED BMP STORM CANOPY TO J
WATER POLLUTION CONIROL SWALE REMAIN
'APAI, 202-017W
k
LOT 7
4
4'W /De
WIDWt - PER -PLAIN
4' -6' RISE TO PROPERTY LINE e-3,
6' OF 314' CRUSHED ROCK
STREET SEC71ON - A
t
413919 29884' UD 22.1
E3 8
} LID 2.22 2 STEPS 3j3 \\ SD CLEF mouT
PROPOSED 2ND FLOOR DECK �} _lE FSS-21
�� iiii i 3j 51 .1kk3 l #1� U 1
yly f1 374. 4=
Tly 1 � �3jsT]� i1y Il.. i SS -4
6�y 378 50 PROPOSED GWAGI i
377.7 A5 4 SS -6 SD- i
ROPOSED PATIO " f GF 374.56 31
I
.,.- PAD 373.8�g56� ItRAVEL LID 3.2 P 32
it i
BRI!,
I
rr
11 37438 RE 31\537 1 37474 G v ADRNEWANI g 4
PATIO TO MAIN ¢61 `� 318' G 31 h PI= 37.7 co
a w
® ADJUST TO NEW 1i 3 1�5��G 3 8.1% 3�6051�
GIb1DES AS NEC RY \� G 16
37 ' 4'lVC
4 . 4ki1 PLANTS N 2. p1 374.14 O
30 . 1, 1
33% RENOVATE EXISTINI� �N1 e(>7j1� i CoN� ^1 z m _
POOL & 1q RESIDENCE 3 p• y 0
._; SPA >O 3 n' 1S
r PROPOSED RESIDENCE n g3 ❑
REMAIN FF 374.82 1E 31� i 2 io
PAD 374.12 PLANTEI�I DEEPS Di LID 221
>> _ . F.Y.S.B ❑ ❑
SO I
V ` /
Rai ; 37487 IE J71 67
li 1 R�6 31 h qG b�
_ w-
E OUT,7 70 . _ ._ 37 7 __ _ X15 LID 22.5 ^ m
1B If IN 371:70 141
��. 31 7
JB 37358 313'$ PROPOSED L c
{
GISMA 10 n
WM -1 o FF376.70 ti r° gip.
PAD 376LOO
REMOVE EXISTING WM_5 LID 3.2 B B
DRIVEWAY'
MAL-
X51 ❑,
EXISTING STUDIO UO 22.1 WM -8 m_2 3 SS -4 P 3 LL
TO BE REMOVED WM -g ' y LVD 2.211�gg ? 1.5% 5S -6 °o
[r
N89'38:39
EXISTING SEPTIC SYSTEM
3' BLADED SWALE "' A
` PR07ECT IN PLACE WALL TO
EXISTING CACTUS TO REMAIN A
REMAIN
CAUTION Y
CONTRACTOR TO VERIFY EXACT LOCATIONS & ELEVATIONS
OF EXISTING UNDERGROUND UTILITIES PRIOR TO START OF
CONSTRUCTION THE ENGINEER OF WORK SHALL BE
NOTIFIED OF ANY DISCREPANCIES WITH THESE PLANS.
EXISTING AC PAVING
7777/.
J•t J3i�_y�i'JL7
&IVVet- 6tlWe
310,
FINISH GRADE- 11 /- FINISH GME
PRIVATELY MAINTAINED BMP STORM
WATER POLLUTION CONTROL SWALE - B
MS
3.5' PINE TO BE REMOVED & REPLACED
WITH 2 24' BOX PINE TREES
'- 2' 7REE TO
REMAIN
CAUTION!I
1 GAS LINE
WALL TO
REMAIN
TO INSTALL
EXPENSE
s- EXISTING 1' AG
METER TO REMAIN
3.5' PALM
TO REMAIN
REMOVE EXISTING
AC DRIVEWAY
i
2`� PALM TO
RiMZN
? `k
l � A
NOTE �
PRIVATELY MAINTAINED BMP STORM WATER POLLUTION
CONTROL (SWPC) SWALE NOT TO BE MODIFIED WITHOUT
A PERMIT FROM THE CITY OF ENCINITAS.
4' SLAB -ON -GRADE 6' OF 3/4' TO 1' GRAVEL OVER 8 EXIST GRADE
OVER 4' CLEAN SAND NATIVE COMPACTED TO 95% DRY DENSITY
GARAGE 4Z 8% 1
2:1 MAX SLOPE
9
12'�'
314' GRAVEL WRAPPED IN FLIER FABRIC
AROUND 4' PERFORATED PVC PIPE
DRIVEWAY SECTION - C
NIS
EASMENT NOTE
THE FOLLOWING EASEMENT HAS NO LOCATION SET FORTH
AND THEREFORE CANNOT BE PLOTTED;
a) EXISTING EASEMENT IN FAVOR OF W. G KERCKHOFF
COMPANY FOR UTILITIES, INGRESS AND INGRESS AND
INCIDENTAL PURPOSES RECORDED JULY 7, 1947 IN BOOK
2433, PAGE 454 OF DEEDS
4 11
s - 8UIL T
RANDY R•
JOB No. 10 -038 DAM 12122110
5k;f to
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2. WATER SERVICE TO BE EXTENDED FROM EXISTING METER TO RESIDENCE WITH SCHEDULE 40 PVC
HAVING 24' COVER (MIN.)
3. EXISTING PRIVATE SEPTIC SYSTEM TO REMAIN.
0
4. THE GROUND ADJACENT TO BUILDINGS SHOULD SLOPE AWAY MINIMUM OF 5 FEET AT A MINIMUM
GRADIENT OF 21
5. UNLESS NOTED OTHERWISE, PRIVATE CATCH BASINS TO BE 6' DIA. ATRIUM GRATES BY 'ADS'
LOCATED IN PLANTER AREAS.
4 �
all
6. ALL STORM DRAIN PIPE TO BE 4' MIN PRIVATE PVC (SOR 35) ® 19 MIN., UNLESS N07ED
OTHERWISE.
i41
v
7. ALL ONSHE DRAINAGE ASSOCIA7ED WITH THIS PROJECT WILL BE PRIVATELY MAINTAINED.
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& ALL IHE WORK PROPOSED ON THIS PLAN IS ENTIRELY 017HIN THE APPUCANT'S PROPERTY. IF
ANY DISTURBANCE TO ADJACENT PROPERTIES IS AN77CIPAIED AS A RESULT OF ANY PROPOSED
o
WORK, OR AT THE DISCRETION OF THE CITY FIELD INSPECTOR, A WRITTEN LETTER OF PERMISSION
FROM 7HE ADJACENT PROPERTY OWNER MUST BE OBTAINED AND SUBMITTED TO THE CITY PRIOR
TO START OF ANY SUCH WORK. ANY DISTURBANCE ON IHE ADJACENT PRIVATE PROPERTY THAT
HAS NOT BEEN PREVIOUSLY AUTHORIZED IN WRITING AND SUBMITTED TO THE CITY IS GROUNDS
o
FOR A STOP -WORK TO BE ISSUED FOR THE PROJECT UN71L IHE REQUIRED PERMISSION IS
OBTAINED.
9. RUNOFF FROM ROOFS AND HARDSCAPE SURFACES TO BE DIRECTED OVER OR THROUGH BMP
TREATMENT SWALE PRIOR TO OUTLET TO BROW DITCH AT REAR OF PROPERTY.
10. REFER TO PERMANENT ENCROACHMENT AGREEMENT 10672 -PE REGARDING PRIVATE IMPROVEMENTS
WITHIN 7HE RIGHT -OF -WAY, PER DOCUMENT No. DATED
NIP LEM
DP90M DF,MUM so=
MATERIAL & WASTE MANAGEMENT CONTROL BMPs:
WM -1 I MATERIAL DELIVERY AND STORAGE
Wm-4 SPILL PREVENTION AND CONTROL
Fw-m--51 SOLID WASTE MANAGEMENT
WM-6 HAZARDOUS WASTE MANAGEMENT
Wm-8 CONCRETE WASTE MANAGEMENT
WM -9 SANITARY WASTE MANAGEMENT
TEMPORARY RUNOFF CONTROL BMPs:
FS-S--21 PRESERVATION OF EXISTING VEGETATION
Fs-s--41 HYDROSEEDING (SUMMER)
Fs-s--61 STRAW MULCH
SC -1 I SILT FENCE -fl-- --
SC -6 GRAVEL BAGS 000rxD000
SC -7 STREET SWEEPING & VACUUMING
SC -10 STORM DRAIN INLET PROTECTION
FTC--' I STABILIZED CONSTRUCTION ENTRANCE
PERMANENT BMPs:
SD -12 IMPLEMENTATION OF EFFICIENT IRRIGATION SYSTEMS
LOW IMPACT DEVELOPMENT BMPs:
UD 2.2 1 CONSERVATION OF NATURAL DRAINAGES, WELL DRAINED SOILS AND
SIGNIFICANT VEGETATION
UD 222 MINIMIZE DISTURBANCES TO NATURAL DRAINAGES
UD 22.5 DRAIN RUNOFF FROM IMPERVIOUS SURFACES TO PERVIOUS AREAS
UD 3.2 PERMEABLE PAVEMENT DESIGN
UD .£5 LLD DRIVEWAY, SIDEWALK, AND BIKE PATH DESIGN
4' SLAB -ON -GRADE 6' OF 3/4' TO 1' GRAVEL OVER 8 EXIST GRADE
OVER 4' CLEAN SAND NATIVE COMPACTED TO 95% DRY DENSITY
GARAGE 4Z 8% 1
2:1 MAX SLOPE
9
12'�'
314' GRAVEL WRAPPED IN FLIER FABRIC
AROUND 4' PERFORATED PVC PIPE
DRIVEWAY SECTION - C
NIS
EASMENT NOTE
THE FOLLOWING EASEMENT HAS NO LOCATION SET FORTH
AND THEREFORE CANNOT BE PLOTTED;
a) EXISTING EASEMENT IN FAVOR OF W. G KERCKHOFF
COMPANY FOR UTILITIES, INGRESS AND INGRESS AND
INCIDENTAL PURPOSES RECORDED JULY 7, 1947 IN BOOK
2433, PAGE 454 OF DEEDS
4 11
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RANDY R•
JOB No. 10 -038 DAM 12122110
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