2018-14042 G (Plans) (2)ADDITIONAL NOTES
1.
EROSION CONTROL MEASURES (EG. 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 (DCIA) SHALL BE ALLOWED. DCIA MEANS
STORM RUNOFF GENERATED AND CONVEYED VIA IMPERVIOUS AREAS, SUCH AS ROOF,
ROOF DRAIN, DRIVEWAY, AND STREET.
3.
ALL PARCELS ARE SUBJECT TO ARCHITECTURAL DESIGN GUIDELINES FOR FUTURE
SINGLE - FAMILY RESIDENTIAL DEVELOPMENT. THESE GUIDELINES ARE AVAILABLE AT CITY
WIDTH AS REQUIRE
HALL (505 S. VULCAN AVE, ENCINITAS, CA 92024) AND ARE APPROVED AS PER PC RES.
TO ACCOMODAI
2006 -27
ANTICIPATED TRAFF
LANDSCAPE EFFICIENCY BMP NOTES:
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
3.
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:
BIORETENTION BASINS SHALL BE EXCAVATED AND USED AS DESILTING
BASINS DURING CONSTRUCTION. THE SILT SHALL BE COMPLETELY
REMOVED AND THE BIORETENTION BASINS COMPLETED ONCE FINAL SITE
STABILIZATION IS ACHIEVED, PRIOR TO OCCUPANCY AND /OR FINAL.
LEGEND
—X—X— SILT FENCE
GRAVEL BAGS
CONSTRUCTION ENTRANCE
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 PREVIOUSLY
AUTHORIZED IN WRITING AND SUBMITTED TO THE CITY IS GROUNDS FOR A STOP -WORK TO
BE IS2_1ED FOR THE PROJECT IJN71L THE REQUIRED PERMISSION IS OBTAINED.
NOTE:
CONTRACTOR TO MODIFIY CONSRUCTION
ENTRANCE IN THE FIELD AS NECESSARY
CONSTRUCT SEDIMENT BARRIER AND - DITCH
C.HANNFI 17F RI INnFF Tn RF('HMFNT
COARSE
AGGREGATE
FILTER
FABRIC
GRADE
1.1' MIN., UNLESS OTHERWISE
SPECIFIED BYA SOILS ENGINEER
SECTION A -A
CONSTRUCTION ENTRANCE
NTS
GRAVEL BAGS OVERLAP \\
o
p RUNOFF
cc
H
Ir
a
RUNOFF
GAP BETWEEN BAGS
ACTS AS SPILLWAY
1. SET POSTS AND EXCAVATE A
4 BY 4 IN (10 BY 10 CM)
TRENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS.
3. ATTACH THE FILTER FABRIC TO
THE POSTS AND EXTEND IT
INTO THE TRENCH.
WITH ENDS OVERLAPPED
GRAVEL BAGS
NTS
TWO LAYERS OF GRAVEL BAGS
WITH ENDS OVERLAPPED
i
i
�EX. AC MRPP '
2. STAPLE EXTRA STRENGTH SILT FENCE TO /
THE POSTS. POSTSARE TO BE SPACED I CLOSER THAN THAN STANDARD
PRE - MANUFACTURED SILT FENCE
PRODUCTS.
6 IN (15 CM) I /
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
FILTER FABRIC
i
SILT FENCE
NTS
2X, BROW
BRUT
AIL
EX
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if
°GRAVEL- BACIINLEy
SILT F EALONG�. -_ -- -PRO EC PER l \ 1
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1 ANLSD TAIL ii s, - SHEET
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ii SE -10 &_DETA LTHIS 0
SHEET (TYP)
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p�+---ER. 4' vvc C�V TRANCE PER TC -1 AND PROTECTION PLR ' \,
N DRAINAGE PIPE \ \ DEETA' THIS SHEET SE -10 & DETAIL THIS._ \�,
6 `\�
SHEET (TYP) -`" s S S .., S
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�� �� A EX, GAS MEMT 7117
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INSTALL CITY APPROVED
40' PRIVATE RD EASEMENT VOID FILAGGREGATEnINOVOID� (N0.8) PAVER WITH RIC VOID BY
ORCO AQUABRIC OR CITY
DRAINAGE DITCH I pL i° TO 2” CLEAN WASHED COARSE APPROVED EQUIV
6° X 210 PCC FLUSH CURB
PER SDRSD D -75 I SAND FOR LEVELLING OR 6° X 27" PCC CURB
RETAINING WALL 20
PER SDRSD C-6 24' I CHOKER COARSE - 4" THICK OF
APN 258 °210 -26 n - r- - 3/8° TO 112" (NO.57) CRUSHED ROCK
RETAINING WALL APPROX. LINE WALL PER ARCH I fi X 21" PCC ROCK
- PER SDRSD C -6 OF EX GRADE I I FLUSH CURB A 6/ THICK MIN. PA110S &WALKWAYS
- - - - -- _______
_;'
---- - - - - -- 12 1
- - - - - - - _ '' - REFER TO MANUACTURER'S SPECS.
` \ v EX. AC FOR THICKNESS FOR FIRE APPARATUS
\� PATIO FS 93.6 FF 93.7 COURTYARD FS 93.6 ~ ` \ I ¢ PAVEMENT ¢ SWO EK LINED (H -20) LOADING - !F APPLICABLE
TO REMAIN m
- - - - _ PAVER DETAIL SOIL SUBGRADE
SECTIONA A NTS
4" AC OVER 6"
NTS 6 "x 16" PCC FLUSH CURB CLASS II BASE MIN.
DROUGHT TOLL:RANT
4" AC OVER 6" 6" AC BERM PER SDRSD PLANTS (TYP.)
CLASS II BASE MIN. G -05 W/ CURB CUTS 1�
/ I I V
_ � 12 MIN
2 NOJ LbAiJG t
' Z�
TRENCHRESUR RESURFACING
E; 18" LAYER EN�itt�lEER �� L � �l
P- "EMENT PER CITY OF_ ENCINIT ELZ} 3
-.. -- -SEE �� .[�F ='I
RESURFACPNG STANDARD ` WATER u -- v '
E$ EAR
-- --- - - - - -- -- °� ° °`' ' >.� "�° _`` -�-.` __ E#. GGME 80X ? I
/ 1 �. Ac aERr INSTALL' 4- ._$EWER LATERAL - - YE
--------- 77/- " EX. SMH #2 P R 74221 V 3/8" GRAVEL`
" / \
OF PAwNG \ I RIM 93.4t SDRSD _St -01. CONSTRUCT RIM 96.0
`DRAINAGE X.. !PE ~\ \ I IE 86.4 \ SEVI LEANODU VE#3 50���---- °"`r"r_— �i� I 2 ouq FaLE° iss7 - ' >- 1
/ - - - _ _ _ _ - 7" LAYER OF 3/4 GRAVEL i
f EX, AD — ry� ---- - - -- -- ., ---- _--- . —. - -- J - -- S - -- 5 - - - -5 -- 'J BIORETENTION _�,: ,I ,
% S - - - - - S - -� * *SEE NOTE BELOW -°
mac. _ _ _ F -.w.
ORET OIL" LAYER SHALL BE MINIMUM 18' DEEP' SANDY LOAM
SOIL MIX WITH NO MORE THAN 5 %CLAY CONTENT. THE MIX SHALL CONTAIN 65% SAND,
MANHOLE
15% COMPOST OR HARDWOORD MULCH, AND 20% TOPSOIL, FREE OF STONES, STUMPS,
G - `� - _ _ J ARM ROOT R SIMILAR OBJECT AND ALSO FREE OF NOXIOUS WEEDS
O
S J \ Ex. GAS ME ER v S' O S, A
----__ %/ Ba.LARGS l" ,j ,a- 4� ��a r -- °a_ - .- ..sr '- -_
^> t '° _ ® ** 3/4" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 7" BUT MAY BE DEEPENED TO
\ I z � �`� — —•� -- `�„� -- �'^� „ — — — — -- — _� �� � _ _ rv— INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE DETAIL THE EFFECTIVE AREA
OF THE BASIN SHALL BE LEVELAND SHALL BE SIZED BASED ON CALCULATION.
TYPICALLY, THE SURFACE AREA OF THE BIORETENTION BASIN IS 4% OF THE IMPERVIOUS
n✓ \ _ / / 1 s tta AREA DRAINING TO IT ALL BIORETENTION PLANTERS TO BE DEPRESSED AT LEAST 6"
_
OF PEAlAllG \ \, -� SEWER CONNECTION EZC n. j } '1-'°" � / - -- _ �_. - � BELOW ADJACENT FINISHED SURFACE
~SCALE.• 1 ° =20'� i �. - — - 4
.. ( BIORETENTION AREA DETAIL
NOT TO SCALE
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED ev: DRAWN BY: cHNII BY: ENGIN RING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO.
.INITIALS IN TIALS 1 IT ALS
DESCRIPTION: 2" IP W/ CONC COLLAR TNT. DATE PLANS PREPARED UNDER SUPERVISION OF RE TT E D: APPROVED: GRADING PLAN FOR:
COE CONTROL POINT 1037 PUBLIC WORKS DATE: II 22 1°1Q ` 2206 COLONY TERRACE /+
LOCATION: 220' NORTH OF MANCHESTERAVE. BRIAN M.ARDOLINO DATE ''I _ RONALD MIX 14 ®42 -G
PLANNING S OWAK EDWARD J. MER
& M: 85'WEST 41TRABERT RANCH RD R.C.E. NO.: 76151 C CITY €NGI E APN: 259 - 210 -25 0)\�( , ) I RECORD FROM: ROS 18416 REVIEWER BRIAN M. ARDOLINO ' ��° 1 \ t1 / 26 7 �i
ELEVATION: DATUM: NAVD88 CITY ENGINEER DATE INSPECTOR EXP.: 12 -31 -19 DATE DATE CDP: N/A SHEET 3 OF 3
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