2014-11964 G (Plans)RIGHT OF WAY NOTE
OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48
HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN
ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE
OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS,
DRAINAGE NOTE
NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS TO
DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN
APPROVED DRAINAGE FACILITY.
UTILITY NOTE
ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND.
GENERAL NOTES
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. THE SOILS REPORT TITLED LIMITED GEOTECHNICAL INVESTIGATION PROPOSED S.F.R. PREPARED BY
EAST COUNTY SOILS DATED 12- 10 -13. PROJECT# 13- 1147C4 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.
3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY OR
EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS.
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING.
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT
PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED
OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING.
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED
OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A
LICENSED LAND SURVEYOR.
7, 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.
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE 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.
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION MEETING HAS BEEN HELD
ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER,
GRADING CONTRACTOR AND PERMITTEE. THE PRE - CONSTRUCTION MEETING SHALL BE SCHEDULED WITH
THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770.
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHIN
THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER
FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND
REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION.
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL GRADING
APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION" SHALL BE
PROVIDED STATING: "THE GRADING UNDER PERMIT 11964 -G HAS BEEN PERFORMED IN SUBSTANTIAL
CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED
PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER
WHO CERTIFIES SUCH GRADING OPERATION.
12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS
DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS
AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED
AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING
OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS
SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS AF.E ACCEPTABLE FOR
THEIR INTENDED USE.
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE
DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID
DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL
MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT
DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED.
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN
ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE
MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO
BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL
GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN
COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS.
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE
AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED,
PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND
ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR
EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED
OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING
ORDINANCE.
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR
OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT
HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS.
APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY
ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL.
17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN FOREST
MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY PROPERTY, OR
WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE
DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO GRADING, EXCAVATION, OR
DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA
(THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY
PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST
BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT
MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL.
NO.I DESCRIPTION I APPROVED I DATE
EROSION CONTROL
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT PHIL RYAN
AT 858- 735 -2901 , 24 HOURS A DAY,
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING
THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED
ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF
TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT.
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE
ENGINEERING INSPECTOR.
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING 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 RAINFALL.
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 EXPEN SE.
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.
8. 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 EFFECTIVE 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.
NOTIFICATIONS
1. THE EXISTENCE AND LOCATION OF UNDERGROUND
UND UTILITY PIPES AND STRUCTURES SHOWN ON THESE
PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE
E BEST OF OUR KNOWLEDGE
THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR
IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR
STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT
THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR
VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK:
A. SEWERS - ESD - 760- 633 -2770
B. GAS & ELECTRIC - SDGE - 811
C. WATER - SAN DIEGUITO WATER DISTRICT- 811
D. TELEPHONE - SBC BELL - 811
E. CABLE TV - COX COMMUNICATIONS- 811
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK
ON THIS PROJECT. PHONE: (760)- 633 -2770.
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760)-
633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION
AND REMOVAL.
EARTHWORK
STEEPEST EXISTING NATURAL SLOPE ON -SITE = 30 H: 1 V
MAXIMUM VERTICAL DEPTH OF CUT = 1.0t
MAXIMUM VERTICAL DEPTH OF FILL = 1.0t
CUT = 100 C.Y. FILL = 100 C.Y.
EXPORT = N/A C.Y. LAN
REMEDIAL = 200 C.Y.
IMPERVIOUS AREA
IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 1.720 SQFT
IMPERVIOUS AREA AFTER CONSTRUCTION: 4.050 SQFT
INCREASE IN IMPERVIOUS AREA: 2.330 SQFT
IMPERVIOUS AREA REPLACED: 1.720 SQFT
EXISTING DRIVEWAY: 642 SQFT
PROPOSED DRIVEWAY: 1.794 SQFT
NEW DRIVEWAY NET: 1.152 SQFT
OWNER & PERMITTEE:
REID, PHIL, & CAROLYN RYAN
704 SEABRIGHT LANE
SOLANA BEACH, CA 92075
858 - 735 -2901
SITE LOCATION:
AP N. 256- 162 -38
876 DEL RIEGO AVE.
ENCINITAS, CA
LEGAL DESCRIPTION:
LOT 23, BLOCK E, MAP 2118, CITY OF
ENCINITAS, COUNTY OF SAN DIEGO, STATE
OF CALIFORNIA, RECORDED 07 -03 -1928
OWNER'S_ CERTIFICATE
I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR
GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER
ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND
STABILITY OF THE SITE.
SIGNATURE:
SIGNATURE:
SIGNATURE:
TJ CD.RYAN
DATE:
I AA
P�Y,6 r4A
r
ROLYN RYAN-
SOILS ENGINEER'S CERTIFICATE
I, MAMADOU SALIOU DIALLO
A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA,
PRINCIPALLY DOING BUSINESS
IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A
SAMPLING AND STUDY OF THE
SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR
UNDER MY DIRECTION ON VO 'll .26/3 AND FOR AN UPDATE ON beC !O 20/3
ONE COMPLETE COPY 0�
SOILS REPORT COMPILED FROM THIS STUDY, WITH MY
RECOMMENDATIONS, HAS BEEN
SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I
HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN
THE SOILS REPORT FOR THIS
PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND
SPECIFICATIONS. �f1
2. CALIFORNIA DEPARTMENT OF TRANSPORTATION, "MANUAL OF TRAFFIC
?
�
SIGNED: w ,e,
r ff'o 2
RCE NO.: _ 54071 GE2704
eR 0FES so Nqt
STANDARD DRAWINGS
mew° v S i F
EXP. DATE: 12 -13 -15
" 9�co z
JOB #: 13- 114704
w No. GE 2704 m
COMPANY: FAST COUNTY SOIL
CONSIII TATION & ENGINEERING- INC-
ADDRESS: 10925 HARTI FY ROAD.
1' SANTEF. CA 92071 ti
PHONE: (619) 258-7902
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
PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC
ENTITY 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 ND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR
BODILY INJURY ARI ING SOLELY ROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE
ENGINEER AND HIS ER AGENT OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH
AGENCY AND EMP Y,ty1�NT ANLJ/ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER,
SIGNATURE: jyfff z` DATE:
GLAS . LOGAN
ADDRESS: 310 S. TWIN OA
PHONE NUMBER: 76
RCE EXPIRES: 1
-
r u
• SEE SHEET 2 FOR LANDSCAPE BMP
& WATER USAGE CALCULATIONS
FIELD OPERATIONS
e
ENGINEERING & SURVEYING
SINGLE SOURCE DEVELOPMENT CONSULTANT
310 S. TWIN OAKS VALLEY RD., #107 -297
SAN MARCOS, CA. 92078
(760) 510 -3152 Ph / (760) 510 -3153 Fax
PLANNING AND BUILDING
�A I/
SIGN DATE
PARKS AND RECREATION
a
X
0
z
a
m
IW
a teis7Pl-�
-DEL RIO AVE.
LA MIRADA AVE.
ENCINITAS BLVD.
N
VICINITY MAP
T.B. PG. 1167 -C4
WORK TO BE DONE
-13U
THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE
DQNE ACCORDING TO THE
SPECIAL PROVISIONS, AND THE FOLLOWING SPECIFICATIONS OF
*ESE
PLANS AND
STANDARD DRAWINGS:
SHEET INDEX
STANDARD SPECIFICATIONS
COVER SHEET
1. "GREENBOOK" STANDARD SPECIFICATION FOR PUBLIC
WORKS CONSTRUCTION
(2010 EDITION).
EROSION CONTROL PLAN & NOTES
2. CALIFORNIA DEPARTMENT OF TRANSPORTATION, "MANUAL OF TRAFFIC
CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES," (1996
EDITION).
3. STATE OF CALIFORNIA STANDARD SPECIFICATIONS -APRIL 2006.
STANDARD DRAWINGS
1. COUNTY OF SAN DIEGO REGIONAL STANDARD DRAWINGS -APRIL 2006.
2. STATE OF CALIFORNIA STANDARD PLANS -MAY 2006.
DESCRIPTION S , DWG
SYMBOL
EXIST. PARCEL MAP BOUNDARY . ... _ _ .........
EXIST. FENCE LINE .......... ......... ............. ..........
._ ._._ __._ - - - --- _
EXIST. CONTOURS. ... . . _...
PROP. BUILDING . . ... ... ............
PROP. BIORETENTION PLANTER . ......... .. ... ...... ...... :
laa00000000000000000a
PROP. PERVIOUS PAVERS. . ...... .........
PROP. CONTOURS ......... ......... ...... ........... - ........ 199
0
-13U
3 -11 -1
,,ttrr '/A A
SHEET INDEX
SHEET 1
COVER SHEET
SHEET 2
GRADING PLAN
SHEET 3
EROSION CONTROL PLAN & NOTES
BMP PROJECT STATUS 7
S.D.W.D. I ENCINITAS FIRE DEPARTMENT
ATE SIGN DATE SIGN 'DATE
OF ENCINITAS -
A= �f
4114 ( DESCRIPTION: 2" BRASS DISC L NS PREPA UNDER SUPERVISION OF
nm LOCATION: IN MEDIAN ISLAND OF LEUCADIA RECOMMENDED: �i0 ppPR GRADING PLAN FOR:
BLVD. 141 -FTt WESTERLY OF LEFT TURN HORIZONTAL' N/A DATE: V ��Z�K ��'M aG-- RYAN RESIDENCE
ISLAND ®QUAIL GAR ENS DRIVE MASIH MAHER, GLENN PRUIM,DIRECTOR OF PUBUC 876 DEL RIEGO AVE. 11964-G
CNTRL.NETWORK A 1023 VERTICAL: N/A R.C.E. NO. 39726 S/ 2 lb 14 �
ELEVATION: 320.414 DATUM: NAVD88 ENGINE ��S APN 256 - 162 -38
DOUGLAS E. LOGAN EXP, 12 -31 -15 DATE DATE PLANNING CASE NO: 14 -011 CDP l(ZP17FV7T 1 nP I
\ \Remote \rtes \Projects \7312 - Ryon \7312- GP01.dwg Aug 15, 2014 9:59am
Xrefs: 7312 -GPOO
z �
O
U
30
co
Lil
� U
Y
c�
1J U
D
iJ J
J Q
nw
Ln
J
�Ln
z I
O
Y
Ln
.ij�
O
< c0
no
A Z
iJ
�
I11
Z
50
�.J d
PROPOSED 6'-�
SOLID HIGH FENCE
U0
U
lo
• ALONG • �i
DETAIL THIS SHEET
y
' / / /xi
DEEPENED FOOTING '
& WATERPROOFING
PER SOILS ENGINEER
/i
GARAGE/
WORKSHOP
PAD = 198.0
F.F. = 198.8
mwl
N 89'14'13" W
4MC4 e A WO M
ADD NEW FENCES
PER ARCH. PLANS
I
TLI a L7 C
❑❑ ❑ ❑
❑ ❑❑ [2 ❑ ❑CJ
(❑ ❑10❑❑ ❑F,
�❑❑ ❑❑❑ ❑L-. !
❑,❑❑ ❑❑❑❑ ❑I
Go ❑o❑❑ ❑❑❑L'
❑❑_❑_❑_❑_❑_❑ ❑r:'
C�96,°�4 ❑❑ ❑L (S❑I,
\� rl ❑ _1m❑, El ❑ ❑ ❑
DIRECT ALL SITE--/ N 89'14'13" W
DRAINAGE INTO PROPOSED 6' REMOVE
BIORETENTION PLAN S HIGH FENCE FE
AJIA- -gyp f2A5(3
HOLD CITY HARMLESS FOR DRAINAGE AGREEMENT
RECORDED AueyS-r Z6 2014 AS
DOCUMENT NO. 2014- 0367249 O.R.
NOTE:
ALL ROOF DRAINAGE TO BE
ROUTED TO BIO- RETENTION
PLANTER.
BEST LANDSCAPE PRACTICES CHECKLIST
1. HOMEOWNER SHALL IMPLEMENT USE OF AUTOMATIC IRRIGATION CONTROLLER
USING EITHER ETo OR MOISTURE SENSOR DATA.
2. HOMEOWNER SHALL USE NATIVE PLANTS.
3. HOMEOWNER SHALL IMPLEMENT LOW VOLUME IRRIGATION WHERE APPLICABLE.
4. HOMEOWNER SHALL MINIMIZE LOW HEAD DRAINAGE.
5. HOMEOWNER SHALL AVOID OVERSPRAY OF PLANTER AREAS.
6. RUN OFF SHALL BE DIRECTED TO BIO- RETENTION AREA SHOWN ON SITE PLAN.
7, ANY SLOPE GREATER THAN 25% WILL BE IRRIGATED WITH AN IRRIGATION
SYSTEM WITH A PRECIPITATION RATE OF .75 INCHES PER HOUR OR LESS.
8. ALL IMPERMEABLE SURFACES SHALL BE CONSTRUCTED TO DRAIN ENTIRELY
INTO A LANDSCAPED AREA.
9. IRRIGATION SYSTEM SHALL BE DESIGNED WITH THE EFFICIENCY NECESSARY TO
MEET THE MAWA.
10. GRADING SHALL BE DESIGNED FOR THE EFFICIENT USE OF WATER BY
MINIMIZING SOIL EROSION, RUNOFF, AND WATER WASTE.
11. ONLY LOW VOLUME OR SUBSURFACE IRRIGATION SHALL BE USED FOR TURF IN
A LANDSCAPED AREA:
ON A SLOPE GREATER THAN 25% GRADE WHERE THE TOE OF THE SLOPE IS
ADJACENT TO AN IMPERMEABLE HARDSCAPE WHERE ANY DIMENSION OF THE
LANDSCAPED AREA IS LESS THAN 6' -0" WIDE.
LANDSCAPE NOTES
LANDSCAPED AREA: 2,250 S.F.
MAWA CALCULATION:
MAWA = (ETo)(0.62)[0.7 x LA + 0.3 x SLA]
MAWA = (42.9)(0.62)[0.7 x 2,250 + 0.3 x 0]
MAWA = 12,568
PROPOSED 6' HIGH FENCE.
(4' SOLID HIGH FENCE WITH 2'
HIGH 50% OPEN ON TOP FOR 15'
FROM FRONT PROPERTY LINE)
15'
142.37'
■
i
�� IL till
•
I mom, =Mo •t
MWRA
ENCROACHEMENT MAINTENANCE AND REMOVAL
COVENANT RECORDED 4LGo3r Z6 2014
AS DOCUMENT NO. 2014- 036-721-1 0. R.
PP
SEWER LINE ENDS
JOIN (E) A.C. WITH A PLUG
I W/ SMOOTH
TRANSITION SEWER FLOW LINE
LL w 195.50
leon
r Y ryp2• �C
1 2p2O
A
[` Tc SECTION ALONG FRONTAGE
PER DETAIL THIS SHE T
DISTRICT 0 UPGRADE TO DUAL
METER & RELOCATE WATER METER
TO BE FLUSH W/ PAVERS AT
OWNER'S (EXPERIENCE
I
0
V
X02
r3
8' CLAY ry
F — I SEWER I PIPE
MpJt�.�
s p
°
2 °� C SEWER FLOW LINE LLJ
EL = 194.38
3r r
CABLE TV
VAULT
COORDINATE W/
CABLE TO RELOCATE
VAULT, IF REQUIRED.$
20'
I�
'rr I
ENGINEERING & SURVEYING
SINGLE SOURCE DEVELOPMENT CONSULTANT
310 S. TWIN OAKS VALLEY RD„ #107 -297
SAN MARCOS, CA. 92078
(760) 510 -3152 Ph / (760) 510 -3153 Fax
f.�
MANHOLE #39
RIM EL = 199.58
INV EL. = 192.03
r
PVC;
AIN PER
!-- 93 --29
NOTE:
EXISTING SEWER LATERAL TO BE
LOCATED AND POT HOLED BY
CONTRACTOR. ENGINEER TO
DETERMINE IF FEASIBLE TO REUSE.
i
R
'I
10 5 0 10 20
SCALE IN FEET
SCALE: 1" = 10'
R r PKEYSTONE BLOCKS OR
C.C. WALL PER "C -9"
0' 2.5'
10" MIN.
CPONDING
r12" MIN. DEPTH
—GARAGE
197.0 198.8 F.F.
DEEPENED FOOTING &
WATERPROOFING PER
SOILS ENGINEER'S
RECOMMENDATION.
V2 18" Ml t4
** SEE NOTE
BELOW
NA
18" MINA o a ref
ENGINEERED SOIL 2 " -3 OF
*SEE NOTE BELOW 3/8" GRAVEL
*BIORETENTION "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 18" DEEP "SANDY
LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL
CONTAIN 50 -60% SAND, 20 -30% COMPOST OR HARDWOOD MULCH, AND 20 -30%
TOPSOIL, FREE OF STONES, STUMPS, ROOTS, OR SIMILAR OBJECTS, AND ALSO
FREE OF NOXIOUS WEEDS. MIN. PERK RATE = 5 IN. /HR.
* *18" CRUSHED ROCK LAYER, CL. II PERMEABLE ROCK WITH MIN. 40% POROSITY.
BIORETENTION PLANTER ____(A)
ALONG WEST PL
NOT TO SCALE
• NOT TO BE MODIFIED W/O PERMIT FROM CITY OF ENCINITAS.
• TO BE PRIVATELY MAINTAINED.
A.C. PAVEMENT V
SAWCUT EDGE
OF A.C.
� --/` /Z /-Z/2
o
l
PERVIOUS PAVERS
6 "X16" PCC FLUSH CURB
TOP SLOPED Col 2 %�
(E) PAVI
R
IMPROVEMENTS TO BE `
PRIVATELY MAINTAINED I.
PERVIOUS , �C���� p,(
PAVERS e �:;7 i �/�lt�2.5 'fb 't
1.d% I
6 "X16" P.C.C.
ZERO CURB
AGE IMPROVEME
NOT TO SCALE
BEDDING t !
FRACTURED •• ! ! STONE
ASTM • : REQUIREMENTS
/--JOINT AND VOID :
WASHED FRACTURED OPEN-GRADED •
MIN. RISE PER ASTM • REQUIREMENTS
!!?-S z— j mm—owL.
�—
C'a�0 6"x16" PCC
FLUSH CURB
8" MIN. BASE COURSE 3/4"
WASHED FRACTURED
OPEN- GRADED STONE PER
STM NO. 57 REQUIREMENTS,
PERVIOUS PAVER DETAIL
NOT TO SCALE
CHAtjGE NO.
DESCRIPTION
APPROVED
DATE
BENCHMARK
SCALE
SPECIAL DISTRICT APPROVAL
°ESDE BY: DRBA BY: CHECKED BY:
ENGINEERING DIVISION APPROVALS
CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT
DRAWING N0.
411* i
STORMWATER POLLUTION CONTROL BMP NOTES'
RELATIVE TO CONSTRUCTION ACTIVITIES
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 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 WET 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.
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 RAIN. 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
STORMWATER 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.
TRAINING
• CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL
BE TRAINED 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
CONSTRUCTION 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 STORMDRAIN INLETS ON PERVIOUS SURFACES.
• ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND
STORMDRAIN. 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.
STORMWATER POLLUTION CONTROL POST
CONSTRUCTION BMPAMP NOTES
1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM TALL IMPERVIOUS
- SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS
PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM
DRAIN SYSTEM.
2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT
BE MODIFIED WITHOUT A PERMIT FROM THE CITY.
3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP FACILITIES
AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE
FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP /IMP
FACILITY AND /OR THE TURF /LANDSCAPED AREAS.
4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA
UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP /BMP.
5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP /BMP AREA OR HAVE
ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE
IT TO AN ADEQUATE IMP /BMP.
6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED
WITHOUT A PERMIT FROM THE CITY.
7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY
REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED.
8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM
WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN
IMPERVIOUS, NON- COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE
ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM
SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE
DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE
AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER
IN AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT
DISCHARGES THROUGH AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED
THROUGH A CITY - APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC
SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE
BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE.
3 BAGS HIGH (MAX.)
2 BAGS NIGH (MIN.)
NOTE: LOWER BAG ROW TO BE .I
BURIED 6" UNDER GRADE. 0
NO SCALE
GRAVEL BAG CHECK DAM
1"
ENGINEERING & SURVEYING
SINGLE SOURCE DEVELOPMENT CONSULTANT
310 S. TWIN OAKS VALLEY RD., #107 -297
SAN MARCOS, CA. 92078
(760) 510 -3152 Ph / (760) 510 -3153 Fax
1. SET POSTS AND EXCAVATE A
4 BY 4 IN (10 BY 10 CM)
TRENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS.
2. STAPLE WIRE FENCING TO
THE POSTS.
N6 �'
� II-
3. ATTACH THE FILTER FABRIC TO
THE WIRE FENCE AND EXTEND IT
INTO THE TRENCH.
IN (10 CM)
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
FILTER FABRIC—
SILT FENCE DETAIL
NOT TO SCALE
It
oFESS'O"
°cam 2Z
C 39726 V - N
/Ef 10 5 0 10 20
e
clviL �� •�� � � �„rc•
OF SCALE IN FEET
SCALE: 1" = 10'
'• ►g
z! _ 8" MIND
PROFILE
1 -1/2"
CRUSHED
ROCK
BLIC RIGHT -
OF -WAY
BLIC RIGHT -OF -WAY
PLAIT I -PROVIDE APPROPRIATE TRANSITION
BETWEEN STABILIZED CONSTRUCTION
ENTRANCE AND PUBLIC RIGHT -OF -WAY
STABILIZED CONSTRUCTION ENTRANCE
NO SCALE
m
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL Ut'DEL 6' N a w �Y` G "EGDEL BY` ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO.
R: \Projects \7312 — Ryan \7312— GPO3.dwg Aug 15, 2014 10:11am
Xrefs: 7312 —GPOO; 7312 —Topo; 7312 —Base
(D
Z
cn O
CU
�c�
in
O W
Z O
Ll O
W �
Z O
C5 r)
z
Uj J
J Q
Q
~ W
(1?
<c
O �
O
O C�
�1
zi
<C O
W
::�i O
Q c.0
Z
C� O
� Z
W
W LJ
z_z
00
Z =
LtJ �
i
M *K (4
.i
DESCRIPTION: 2' BRASS DISC
LOCATION: IN MEDIAN ISLAND OF LEUCADIA
BLVD. 141 —FTt WESTERLY OF LEFT TURN
„
HORIZONTAL: 1 =10'
VERTICAL: N A
P S PREP D UNDER SUPERVISION OF
DATE: �tt�O
ENGIN R R.C.E. N0. 39726
DOUGLAS E. LOGAN EXP. 12 -31 -15
RECOMMENDED: J00 APP V
/I/I ' M
MASIH MAHER, GLENN PRUIM DIRECTOR OF PUBLIC
S/ 2 Al 14 /s��I ICS
/
DATE DATE' '
RYAN AN RESIDENCE
[PLANNING ADING PLAN FOR:
876 DEL RIEGO AVE.
APN 256 —� 62 -3$
CASE NO: 14 -011 CDP
/'►
11964 -G
ISLAND ®QUAIL GARDENS DRIVE
CNTRLNETWORK a 1023
ELEVATION: 320.414 .DATUM: NAVD88
IqWPPT I nc I IN
R: \Projects \7312 — Ryan \7312— GPO3.dwg Aug 15, 2014 10:11am
Xrefs: 7312 —GPOO; 7312 —Topo; 7312 —Base
(D
Z
cn O
CU
�c�
in
O W
Z O
Ll O
W �
Z O
C5 r)
z
Uj J
J Q
Q
~ W
(1?
<c
O �
O
O C�
�1
zi
<C O
W
::�i O
Q c.0
Z
C� O
� Z
W
W LJ
z_z
00
Z =
LtJ �