2018-14036 SG (Plans)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 O' INSPECTION.
23HE SOILS REPORT "PRELIMINARY ! _ NICAL INVESTIGATION AND FOUNDATION t Dl O. PROPOSED
REMODEL AND ADDITIONS N T i F RESIDENCE LOCATED 1 AVENUE, ACALIFORNIA
PREPARED BY ENGINEERING DESIGN GROUP AND DATED AUGUST 29, 2018 PROJECT NO. 1-06004-1, SHALL BE CONSIDERED AS PART
OF THIS GRADING PLAN. ALL ' 1 NG SHALL BE DONE IN ACCORDANCE i R,1 O N:
CONTAINED REPORT.
3. SEPARATE APPROVALS 1 PERMITS ► ANY CONSTRUCTION PUBLIC RIGHT-OF-WAY OR EASEMENTS SHALL
REQUIRED t N CONJUNCTI
Ill
SAN DIEGUITO WATER DISTRICT NOTES
1.WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS OF THE
CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC).
2.REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE REPRESENTATION AS TO THE ACCURACY OF,
THE LOCATION OF, OR THE EXISTENCE OR NON - EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS
OF THIS PROJECT.
3.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 WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE
SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION
BY SAN DIEGUITO WATER DISTRICT.
4.CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE ANY EXISTING WATER FACILITY (FIRE
HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST
MEET CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. IF FACILITIES DO NOT MEET STANDARDS, THEN
THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE.
5. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES.
6.MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC
VAULTS.
7.ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS. WATER METERS MUST BE IN
FRONT OF THE PARCEL THEY ARE SERVING.
&CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE CONSTRUCTION OR REPAIR
OF ALL POTABLE WATER SYSTEM EFFECT JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL
MATERIALS TO BE NO -LEAD BRASS PARTS.
9.ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED WITH CATHODIC PROTECTION IN
ACCORDANCE WITH WC -17 OR WC -18.
LEUCADIA WASTEWATER DISTRICT - GENERAL NOTES
1. ALL WORK AND MATERIALS RELATED TO LWD SEWER DESIGN, MATERIALS, AND ; O i
CONFORM O THE LWD SEWER STANDARD SPEC AVAILABLE ON D WEBSITE AT
HTTP://WWW.LWWD.ORG/DEVELOPERS/STANDARD-SPECS AND TO THE REQUIREMENTS OF 1 1 [, '• D
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK) AND THE REGIONAL STANDARD DRAWINGS,
MOST CURRENT EDITIONS. IN THE EVENT OF CONFLICT, THE LWD SEWER STANDARDS GOVERN.
2. CONTRACTOR INTERNALLY INSPECT ALL GRAVITY l CROSSED OVER
OR UNDER, BOTH BEFORE AND AFTER IMPROVEMENTS CONSTRUCTED. QUALITY
DIGITAL PROVIDED TO LWD FOR AND RECORD PURPOSES PRIOR TO
COMMENCING i' . I# FOLLOWING COMPLETION OF i DOCUMENTATION
WILL BE SUBMITTED TO THE DISTRICT 15 CALENDAR DAYS PRIOR TO COMMENCEMENT OF WORK THAT
WILL CROSS [ GRAVITY SEWER.
3. CONTRACTOR Sr BE AWARE ► FACILITIES PROVIDE WASTEWATER CONVEYANCE,
AND D P• 1 i THE r i:' 1 1 ' • i i YEAR. i OR
THEIR CONTRACTORS MAY NEED ACCESS FACILITIES i+ OPERATIONS, l:I A" OR
EMERGENCY REPAIR t ANY M E CONTRACTOR ENSURE ACCESS
IS MAINTAINED AT ALL TIMES (DURING CONSTRUCTION AND AT THE END OF EACH CONSTRUCTION DAY)
AND SHALL NOT i AND WTO ASSIST WITH ACCESS WHILE WORKING -"i
L4 1D i
g
CONCRETE WASHOUT
'%.'ONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE
WASHOUT r . 1 TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, i r` _ a R STUCCO, PLASTER AND THIM
LIKE i THE STORMWATER CONVEYANCE it ANY RECEIVING WATER. CONTRACTOR POST l DESIGNATING THE WASHOUT
LOCATION.
CONSTRUCTION SITE ACCESS
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.
NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING DIET WEATHER.
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 NECESSARY. 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.
TRAINING
CONTRACTORS' EMPLOYEES i PERFORM CONSTRUCTION IN THE CITY OF z SHALL ! TO BE FAMILIAR WITH THE CITY OF
_NCINITAS STORMWATER POLLUTION . REQUIREMENTS. "P NOTES SHALL BE s 1 TO EVERYONE WORKING ON SITE. THE
ROPERTY r . AND THE PRIME CONTRACTOR fir,. SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN
■t ri r
r
IMPERVIOUS AREA IN AREA OF WORK:
IMPERVIOUS AREA PRIOR i r i ,^ 374 SQF
IMPERVIOUS AREA AFTER CONSTRUCTION: E%:�SQF
INCREASE IMPERVIOUS .L 1.
EARTHWORK DATA
MAXIMUM STEEPEST EXISTING NATURAL SLOPE ON-SITE = N/A
MAXIMUM VERTICAL DEPTH .
CUT = 18 C.Y. FILL = 4 C.Y.
EXPORT = 14 C.Y.
REMEDIAL = 150 C.Y. (3 ° REMOVAL AND RECOMPACTION UNDER AND 5 'OUTSIDE OF NEW BUILDING AREAS)
DISTURBED AREA = 1,590 SF (0.04 ACS
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SIGNI I DATE SIGN DATE
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OWNER
SCOTT & GINA RITTSCHOF
850 HYGEIAAVENUE
ENCINITAS CA 92024
760 -402 -7120
116fix.S I
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535 N. HIGHWAY 101, SUITE A
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858-259-8212
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SCALE: 1"=10'
EASEMENTS
LEGEND
PROPERTY LINE
EXISTING WATER LINE
S
EXISTING SEWER LINE
EXISTING CONTOUR LINE
EXISTING STRUCTURE
PROPOSED SETBACKS
LIMIT OF NEWADDITION
PROPOSED 4" PVC STORMDRAIN
PROPOSED PERMANENT BMP AREA
PROPOSED CONCRETE
FLOWLINE
PROPOSED WOOD DECK
(FG XX.X)
EXISTING ELEVATION
FG XX.X
PROPOSED ELEVATION
PL DROUGHT TOLERANT
PLANTS (TYP)
COBBLE 12" WIDE X 4" THICK
RIP-RAP PCC HEADWALL
1%
6" X 18" PCC BERM W/
411 Ml
6" MIN. EMBEDMENT 11
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SAYER OF 3/8" GRAVEL
...........
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----- ---- -
.......... ............
LAYER OF 3/4" GRAVEL **SEE
NOTE BELOW
BIORETENTION "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 18" DEEP "SANDY LOAM"
SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT THE MIX SHALL CONTAIN 650/0 SAND,
15% COMPOST OR HARDWOORD [MULCH, AND 20% TOPSOIL, FREE OF STONES, STUMPS,
ROOTS, OR SIMILAR OBJECTS, AND ALSO FREE OF NOXIOUS WEEDS.
** 3/4" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 6" BUT MAY BE DEEPENED TO
INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE DETAIL THE EFFECTIVE AREA
OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED BASED ON CALCULATION.
TYPICALLY, THE SURFACE AREA OF THE BIORETENTION BASIN IS 4% OF THE IMPERVIOUS
AREA DRAINING TO IT ALL BIORETENTION PLANTERS TO BE DEPRESSED AT LEAST 611
BELOWADJACENT FINISHED SURFACE
BIORETENTION AREA DETAIL
NOT TO SCALE
14036-SG
SHEET 2 OF 3
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NOTE:
CONTRACTOR TO MODIFIY CONSRUCTION
ENTRANCE IN THE FIELD AS NECESSARY
CONSTRUCT SEDIMENT BARRIER AND DITCH
r..HANNFI 17F RI INOFF TO ..RpnlMFNT
COARSE
AGGREGATE
FILTER
FABRIC
1.1' MIN., UNLESS OTHERWISE
SPECIFIED BY SOILS ENGINEER
SECTION A -A
CONSTRUCTION ENTRANCE
GRAVEL BAGS OVERLAP \_
e%11 iT/1 1Y 111m
ri a— 9
ADDITIONAL NOTES
1. EROSION CONTROL MEASURES (E.G. BONDED FIBER MATRIX, VEGETATIVE COVER, JUTE
MATING) MUST BE IMPLEMENTED WHERE APPLICABLE TO PREVENT SOIL EROSION ON
SITE. SEDIMENT CONTROL MEASURES (E.G. SILT FENCING, FIBER ROLLS, GRAVEL BAGS)
MUST BE IN PLACE TO PREVENT ERODED SOIL FROM LEAVING SITE MATERIALS
MANAGEMENT BMP MUST ALSO BE FOLLOWED TO ENSURE NO CONTACT OF RAINWATER
WITH MATERIALS THAT MAY CONTRIBUTE TO WATER QUALITY DEGRADATION DOWNSTREAM
(E.G. CONCRETE OR STUCCO WASHOUT AREAS, COVERED STORAGE AREAS FOR
HAZARDOUS MATERIALS, PLACEMENT OF PORTABLE TOILETS OVER A PERVIOUS SURFACE.
2. NO DIRECTLY CONNECTED IMPERVIOUS AREAS (DC1A) SHALL BE ALLOWED. DCIA MEANS
STORM RUNOFF GENERATED AND CONVEYED VIA IMPERVIOUS AREAS, SUCH AS ROOF,
ROOF DRAIN, DRIVEWAY, AND STREET.
J. ALL PARCELS ARE SUBJECT TO ARCHITECTURAL DESIGN GUIDELINES FOR FUTURE
SINGLE- FAMILY RESIDENTIAL DEVELOPMENT. THESE GUIDELINES ARE AVAILABLE AT CITY
HALL (505 S. VULCAN AVE, ENCINITAS, CA 92024) AND ARE APPROVED AS PER PC RES.
2006 -27.
LANDSCAPE EFFICIENCY BMP !VOTES.
1. ROUTINE INSPECTION TO GUARD AGAINST RUNOFF AND EROSION AND TO DETECT
PLANT OR IRRIGATION SYSTEM FAILURE
2. REPLACEMENT OF DEAD DYING AND DISEASED VEGETATION
J. ERADICATION OF INVASIVE SPECIES
4. REPAIRING THE IRRIGATION SYSTEM AND ITS COMPONENTS WHEN REQUIRED
5. REPLENISHING MULCH AS NEEDED
6. SOIL AMENDMENT WHEN NECESSARY TO SUPPORT AND MAINTAIN HEALTHY
PLANT GROWTH
7 FERTILIZING, PRUNING AND WEEDING AND MAINTAINING TURF AREAS
8. MAINTENANCE TO AVOID OBSTRUCTION OF MOTORISTS VIEWS
9. OWNER WILL BE RESPONSIBLE FOR MAINTENANCE
10. USE OF A TIMING DEVISE TO RUN ALL IRRIGATION (W /BATTERY BACKUP)
11. MAINTAIN THE SYSTEM CONSISTENT WITH MAWA (MAX APPLIED WATER
ALLOWANCE)
12. REPLACEMENT OF VEGETATION TO BE CONSISTENT WITH PLANTS "HYDROZONE"
13. MAINTAIN THE IRRIGATION SYSTEM TO NOT EXCEED MAWA (MAX APPLIED WATER
ALLOWANCE)
NOTE:
BIORETEN710N BASINS SHALL BE EXCAVATED AND USED AS DESILTING
BASINS DURING CONSTRUCTION. THE SILT SHALL BE COMPLETELY
REMOVED AND THE BIOREfENTION BASINS COMPLETED ONCE FINAL SITE
STABILIZATION IS ACHIEVED, PRIOR TO OCCUPANCY AND /OR FINAL.
NTS
LEGEND
RUNOFF
RUNOFF
GAP BETWEEN BAGS
ACTS AS SPILLWAY
WITH ENDS OVERLAPPED
GRAVEL BAGS
NTS
TWO LAYERS OF GRAVEL BAGS
WITH ENDS OVERLAPPED
SCALE: 1"=10'
GRAPHIC SCALE
0 10 20
1 " =10'
30
DESCRIPTION
APPROVED
DATE
BENCHMARK
AS -BUILT APPROVALS
DESIGNED BY:
DRAWN BY:
CHECKED BY:
ENGINEERING
DIVISION APPROVALS
TRG
TRG
BMA
Sj9� Civ o_
F
DESCRIPTION: 2.5" DISK STAMPED 134WCCS1
CONTROL POINT 1024
LOCATION: SE QUADRANT OF INTERSECTION OF
LEUCADIA BLVD & ORPHEUS ST 3T EASTERLY OF SIGNAL
t,
RF 7
TWO STORY HOUSE
CHANGE NO.
E
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E
1 A A
y N
GRADING PLAN
'.V 11.VAJ 1 1V114
TC -1 & DETAIL
NOTE:
CONTRACTOR TO MODIFIY CONSRUCTION
ENTRANCE IN THE FIELD AS NECESSARY
CONSTRUCT SEDIMENT BARRIER AND DITCH
r..HANNFI 17F RI INOFF TO ..RpnlMFNT
COARSE
AGGREGATE
FILTER
FABRIC
1.1' MIN., UNLESS OTHERWISE
SPECIFIED BY SOILS ENGINEER
SECTION A -A
CONSTRUCTION ENTRANCE
GRAVEL BAGS OVERLAP \_
e%11 iT/1 1Y 111m
ri a— 9
ADDITIONAL NOTES
1. EROSION CONTROL MEASURES (E.G. BONDED FIBER MATRIX, VEGETATIVE COVER, JUTE
MATING) MUST BE IMPLEMENTED WHERE APPLICABLE TO PREVENT SOIL EROSION ON
SITE. SEDIMENT CONTROL MEASURES (E.G. SILT FENCING, FIBER ROLLS, GRAVEL BAGS)
MUST BE IN PLACE TO PREVENT ERODED SOIL FROM LEAVING SITE MATERIALS
MANAGEMENT BMP MUST ALSO BE FOLLOWED TO ENSURE NO CONTACT OF RAINWATER
WITH MATERIALS THAT MAY CONTRIBUTE TO WATER QUALITY DEGRADATION DOWNSTREAM
(E.G. CONCRETE OR STUCCO WASHOUT AREAS, COVERED STORAGE AREAS FOR
HAZARDOUS MATERIALS, PLACEMENT OF PORTABLE TOILETS OVER A PERVIOUS SURFACE.
2. NO DIRECTLY CONNECTED IMPERVIOUS AREAS (DC1A) SHALL BE ALLOWED. DCIA MEANS
STORM RUNOFF GENERATED AND CONVEYED VIA IMPERVIOUS AREAS, SUCH AS ROOF,
ROOF DRAIN, DRIVEWAY, AND STREET.
J. ALL PARCELS ARE SUBJECT TO ARCHITECTURAL DESIGN GUIDELINES FOR FUTURE
SINGLE- FAMILY RESIDENTIAL DEVELOPMENT. THESE GUIDELINES ARE AVAILABLE AT CITY
HALL (505 S. VULCAN AVE, ENCINITAS, CA 92024) AND ARE APPROVED AS PER PC RES.
2006 -27.
LANDSCAPE EFFICIENCY BMP !VOTES.
1. ROUTINE INSPECTION TO GUARD AGAINST RUNOFF AND EROSION AND TO DETECT
PLANT OR IRRIGATION SYSTEM FAILURE
2. REPLACEMENT OF DEAD DYING AND DISEASED VEGETATION
J. ERADICATION OF INVASIVE SPECIES
4. REPAIRING THE IRRIGATION SYSTEM AND ITS COMPONENTS WHEN REQUIRED
5. REPLENISHING MULCH AS NEEDED
6. SOIL AMENDMENT WHEN NECESSARY TO SUPPORT AND MAINTAIN HEALTHY
PLANT GROWTH
7 FERTILIZING, PRUNING AND WEEDING AND MAINTAINING TURF AREAS
8. MAINTENANCE TO AVOID OBSTRUCTION OF MOTORISTS VIEWS
9. OWNER WILL BE RESPONSIBLE FOR MAINTENANCE
10. USE OF A TIMING DEVISE TO RUN ALL IRRIGATION (W /BATTERY BACKUP)
11. MAINTAIN THE SYSTEM CONSISTENT WITH MAWA (MAX APPLIED WATER
ALLOWANCE)
12. REPLACEMENT OF VEGETATION TO BE CONSISTENT WITH PLANTS "HYDROZONE"
13. MAINTAIN THE IRRIGATION SYSTEM TO NOT EXCEED MAWA (MAX APPLIED WATER
ALLOWANCE)
NOTE:
BIORETEN710N BASINS SHALL BE EXCAVATED AND USED AS DESILTING
BASINS DURING CONSTRUCTION. THE SILT SHALL BE COMPLETELY
REMOVED AND THE BIOREfENTION BASINS COMPLETED ONCE FINAL SITE
STABILIZATION IS ACHIEVED, PRIOR TO OCCUPANCY AND /OR FINAL.
NTS
LEGEND
RUNOFF
RUNOFF
GAP BETWEEN BAGS
ACTS AS SPILLWAY
WITH ENDS OVERLAPPED
GRAVEL BAGS
NTS
TWO LAYERS OF GRAVEL BAGS
WITH ENDS OVERLAPPED
SCALE: 1"=10'
GRAPHIC SCALE
0 10 20
1 " =10'
30
DESCRIPTION
APPROVED
DATE
BENCHMARK
AS -BUILT APPROVALS
DESIGNED BY:
DRAWN BY:
CHECKED BY:
ENGINEERING
DIVISION APPROVALS
TRG
TRG
BMA
Sj9� Civ o_
F
DESCRIPTION: 2.5" DISK STAMPED 134WCCS1
CONTROL POINT 1024
LOCATION: SE QUADRANT OF INTERSECTION OF
LEUCADIA BLVD & ORPHEUS ST 3T EASTERLY OF SIGNAL
INT.
DATE
PLANS PREPARED UNDER SUPERVISION OF
DATE: j:j, o _
R.C.E. NO.: 75151
M. BRIAN RDOLINO!
EXP.. 12 -31 -19
RECOMMENDED:
APPROVED:
OA'_�
SHEET 3 OF 3
PUBLIC WORKS
BRIAN M. ARDOLINO DATE
PLANNING
JESS OWENS
/
,
DATE
EDWARD J. W ER
CITY FENGINIF
1
DAYPE
RECORD FROM: ROS 18416
ELEVATION: 178.543 DATUM: NAVD88
REVIEWER
CITY ENGINEER DATE
INSPECTOR
--�— X X — SILT FENCE
CONSTRUCTION ENTRANCE
GRAVEL BAGS
ADJACENT PROPERTY DISTURBANCE NOTE
ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE APPLICANT'S PROPERTY.
IF ANY DISTURBANCE TO ADJACENT PROPERTIES IS ANTICIPATED AS A RESULT OF ANY
PROPOSED WORK, A WRITTEN LETTER OF PERMISSION FROM THE ADJACENT PROPERTY OWNER
MUST BE OBTAINED AND SUBMITTED TO THE CITY PRIOR TO START OF ANY SUCH WORK.
ANY DISTURBANCE ON THE ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN PM17VIOUSLY
AUTHORIZED IN WRITING AND SUBMITTED TO THE CITY IS GROUNDS FOR A STOP41ORK TO
BE ISSUED FOR THE PROJECT UNTIL THE REQUIRED PERMISSION IS OBTAINED.
1. SET POSTS AND EXCAVATE A 2. STAPLE EXTRA STRENGTH SILT FENCE TO
4 BY 4 IN (10 BY 10 CM) THE POSTS. POSTS ARE TO BE SPACED
TRENCH UPSLOPE FROM AND CLOSER THAN STANDARD
ALONG THE LINE OF POSTS. PRE- MANUFACTURED SILT FENCE
PRODUCTS.
LO
C)
o
N
m
3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE w
THE POSTS AND EXTEND IT EXCAVATED SOIL. ¢ p
INTO THE TRENCH.
GRADING OR
SCOTT 850 HYGEIAAVENUE
0,
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QQ
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SILT FENCE
NTS
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Exp. 12/31/19
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DRAWING NO.
14036 -SG
SHEET 3 OF 3
PLSA 2943