2006-369 G (Plans)_ RAINBOW RAINBOWRLDGE t7
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NOTE: ��$ q
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I REFER TO PERMISSION TO GRADE LETTER. ? . �; �' 'm
SIGNED BY NORA BATLEY AND DATED 3 -12 -07 "
�:
NOTE
r
¢ I a
FOR .$A1tEy ENr�,WrR1SES /NG.
_-__ -_ i ALL VEGETATIONWITHINL1MiT8
`Fl Ilk y IJ \ •, -` 251:0 FG@BW PROPOSED TYPE - C 1. MASONRY `ev
�_ . ti OF GRADINGTO BE REMOLD
t 257.0 TG`�= PROPOSED 0-75 TYPE B • °- _= a
FG@BW _ �_ 252.0 FG@TW �,. S, o�� ,.'„ 261.4'FL .. RETAINING WALL PEA SDRSD (TYPI
,a m, 249.9 ID BROW DITCH PER SDRSD 262.0 FG@BW , '
.0 FG@TW - \ 251.0 FG@BW
-262.0 FG@BW'
251.0 FG@BW 251.0 FG @BW z _;^_ � 6 >,
° s, 265.0 FG@TWT 4
255.0FG @TW
a -- -- '' -„ 265 2:FG@TW �` _ -°� - --
254.0 FG@TW 254.5 FG @TW 262:0 FG@BW 262.0 FG@BW �) i
2511.0 FG @BW - .._..`PROPOSED TYPE -^C 3 MASONRY _
_ _ 263.8 FL`' i. � J
265.4 FG@TW 262.0 FG@TW
25 .0 FG @TW 250.4. FL RETAINING WALL PER SDRSD (TYP)a __, _.. °. ,
qr
'FiF,
:i_.IV
® O
EXISTING GATE TO BE REMOVED I I' - -; 42' „x ? I z
j
t I _
a s , I ..
Al
PROPOSED DRAINAGE DIRECTION
6.2.�.5 FL HATC HED AR E A REPRESENTS �
- _
-
�a
II
T 250.9 HP
LANDSCAPE AREAS FOP BEST • I ✓ °. 250.1 TG �`r' ❑ 261.9 HP
1:
251.0 FG@BW.we _a. - � •- E `
4 '* mA1 a 262.0 FG @BW
MANAGEMENT PRACTICE NOT TO d 33.8' 249.1 IE 250.5 TG �4 254.0 FG@1WJC' "`
BE MODIFIED WITHOUT LA PERMIT I 262.0 FG @TW ft.
251.0 FG@BW 2-CAR GARAGE
FROM THE CITY - 'E ��; L U a 249.5 IE 252.0 FG @TW ❑ ❑ ❑ FF@ FACE = 250.50: , PROPOSED EARTH t 100' '
I `. .
PROPOSED?WA,1ER g; II I 251.0 FG x I BERM PARCEL 3
.. ❑ BUILDING WALLS PER
METt�t(T1P) I�� ¢ PAD° -2620
f I SEPARATE PERFIIT = =_ v`b. .. --
{ i ULL MODIr'i' >1TION ZONE TO
EXISTING BERM TO REMAIN) ; 1` 251.0 FG 250.3 TG I' N - ° - - •, 20'2:0 FG _2 %? _ THE.SATT:'FA(,TION OF THE
PARCEL 1
r Fr _ I 49S FL 248.8 ID v iQ i1i 262.0 FG4 \- I Im ENCINITAS FIRE OLPARTMENT,
SDGE EASEMENT NO WIu, H SP _.,IFIED 2q , .. PAID-251.0 _ _ THE APP -ICANT %OWNER SHALL
PEI BK 2393 PG 68 OF 0.!. REC. 3 -17 -47 I„ r 261.0 FL O i PROVIDE AND MAINTAIN FIRE /FUEL
d
!n 2% MIN ll ) �<
BUILDING WALLS a`� „ �` In ' BREAKS. (100' EAST OF PARCELS
PROPOSED SEWER s g
LATERAL YF 4.00 ^ -' I 30 GRgDE PER SEPARATE vim- 250 6 TG -,11 250.4 TG ' I 2% -
i ) 30.00 -t- -2 1 249.4 TG TO pgAn PERMIT 249.1 IE II N ' 249.5 IE ! `� 10 I w
a..u_ _
PROPOSED PRIVATE INFILIRATION i I �. „4 248.4 IE ` 20% MAX PAD =251 ll `- '
BASIN SEE DETAn_ SHEET ,3 M... " € I 0 _. -' m
262.0 FG
HATCHED AREA REPRESENTS -�- II' R =2B' 260.8 FL 261.50 FS Iz
LANDSCAPE AREAS FOR BEST. �,�� 6' I 248.3 IE 251.0 FG , I ''_ ao I - PROP'OPEN SPACE
- MANAGEMENT PRACTICE NOT TO ( I I( 2�' ., ° _ - - -. - -- - 24' 262.0' FG EASEMENT BOUNQARY
BE MODIFIED WITHOUT A PERMIT N i TRAFFIC RATED D0C o�A �4$ RE
I 251.0 FG TRENCH DRAIN (TYP)
FP ti THE CITY (TYPICAL) _ 9% - PER
246 82 IE ' °: 249.7 TO
251.0 HP
PRIVATE M INIENAIdCE �'� '' J 252 6% 260.4 FS - _-._, _., a,____._I 262.0 FG 260. FL
- )tt
PER /LV FC.►S't�aq- bYL95: 2472 IE 252.3 FS /' __ _ PROPOSED `CLEANOUT �^ %111 1, I : ;,; END ZERO 250.0 TG II \11% 1? : \ e 5.5% TG=244.=1,
_ -- m
PROPOSED CONCAEfE APPAON ` °,, _ N
DEPRESSED TO DRAIN TO STREET ` HEIGHT CUB 247.4 IE - - - - II 11% J 9� r �0 i , ' IE =239. Ic�
PER ENCROACHMENT PERMIT:, 4% 253.6 FS
FIRE TRUCK 4.5% 3- CAR`GARAGE PROPOSED 14 LF u° 4"
0369 -PE, DOC.10 o �- py t95 g a, (fliv - - - - - - - _ _ - - - - - TURN AROUND FF@ FACE- 262.50 PVC DRAIN PIPE AT 5% �`
2q6 R 250.4 FL ;' 251.0 TG 3% 3 %f 254'2 FS 2 261.5 FS 262.0 ( 260.41 TG 238:6 IE N
PROPOSED WATER METER BANK' i 248.3 IE 1 ` 258.4
FOR PARCELS 3 AND 4 1 10 %° 10 I.
®' - - - - -- - -- - -- - -- °- 44%
I
4i 253.1 - FS
x __ v
PROPOSED, o ae z
PROPOSED CONC. CURB 6 GUTTER ;� _;! L; v CLEANOUT,PER LWD'S -25 N > co v m
TO BEGIN AT CENIEi�LINE OF PRIVATE ����� • Q�' �" n ti .-� PRIVATE ROAD
ROAD PER SEPARATE IMPROVUfi PIT S Q n , S
PLAN 0369 °I 248.0 FL U 1� 09% o 3.68%
-[V EXISTING OVERHEAD UTILITIES - S :. - $ 40
PROPOSED 5 X10 X1 TYPE D-
TO 8E UNDEAGROUVOE�J; 10% 10% - - - - - - - AE - -
1 X50 260.5 FL� _111TH NDACKINGA1��1/4"
10' SEWER EASEMENT TO LWD _ R=10' of }3% 3 %} �5 ti 5$ ' € ; + "" FILTER BLAM1 LAYER
PER F/P 69 -88173 REC. 5-20-69 ; I.Q!: 246.1. FG ti i4% g•4 %j `� o FIRE TRUCK 5$ 0 �''a 260.8 TG 238.6 IE' 1
END 6" PCC CONCRETE CURB -�� I .. TURN ARDUm-- - -' - -- : �2"
_.-
BEGIN ZERO HEIGHT CURB I� 4" PCC OE11E SL m ? 258.8 IE 4 ; PROPOSED 14 LF OF', "
I, - - - . -- - - -� PROPOSED RTH PVC DRAIN 'PIPE AT
%
ITEM #5 - 20' ROAD ONLY 3 244 245.9 G , PAD EL 248.5 ��� BERM 262.0 FG ' PROPOSED CLEAN ^C�i
BOOK 2393 PG 68 OF O.R. AEC 4 -28 47 ;!, a 261.0 FL
' 247.5 FL 252.5 FG @BW N ;. ;: ;\ TG°244.0'
PRIVATELY MAINTAINED s ` 25d.4 FG @BW m -
a PROPOSED TYPE G -1 - . {17% ' m f IE- 239 3.. 'J
6 WIDE TREATMENT SWALE 1 - - T. B ` \\ 25` -9 FG @TW 252.5 FG @TW w I 2%
O I CONCRETE CURB
EXISTING 6" AC WATERLII� -. -- -
� ,_�� >� ,; r \� .. v ., 17%{ 2 -CAR GARAGE ' '-- .. " ._.., N L
PER WO -64 -11 ? PROPOC D TYPE C -3 MASONRY FF@ FACE 249.0 fbi 0.5 FL'- -- ` 262.0 FG I
�^ RETAINING WALL PER SDRSD ''(TYP)
11 248.8 FG@BW
PROPOSED 24' DEDICA TIVIV :_ 246.7 TG 248.5 HP 261.0 FS to
TO THE CITY OF ENCINITAS - 248.5 FG {5.5% 11 251.0 FG @TW
PER PAPrLL MAP. 369 , a te, „ V 245.7 IE 2.7% 247 5 IE 248.8 ,T 260.6 `FL
FXIST.TN ?y 10" ACWA7ERLINE - --- 248.7 FG@BW 4.6 %{ 262.0 FG ` 2%
- -�.': 1 II , ` '246.7 TG 248.7 FG @TW p
PLR ! 82 105 LOCATION i cn : ` : s h
'.
NOT KNOWN <, ,, q .: e� :. ` , 244.9 IE "° ❑ 249.5 Ft RPS , ; 248.7 TG P'�OPDSED YPE o 1 7a �` ' 262.0 FG ti
A : , i \ _ , :. CONCRET6'L + 3. } 261.5 FL . I , :
249.5 FG@TW �.. 247.7 IE ° ' lae I
243.04 • TE ' ` _
248.6 248.5 ii ., ®aQ� `n:
„ FL ABOVE =244.9 2.7%" .:. `" . y . - ., 4-, . IE PARCEL �I 262.0 FG
_ �� \ I I, v �•, t yr: 1 i 3 S
PROPOSED PRIVA VFILTRATION BASIN - .SEE 'DETAIL, I. I PARCEL Z „; I 34.6
HATCHED AREA REPRESENTS LANWCAPE AREAS FOR BEST 2 I:.;. 1.� ❑, ❑ l PAD- -2620 ti �o-
I 1.42 .. `I 24x.7 TG , ,..a . PAD- Zf18.5 248.6., FC ,� cn
MANAGEMENT PRACTICE NOT TO BE MODIFIED WITHOUT A 30' W 1 246.5 FG 262.50 'FS ': '
• ` PERMIT FROM THE CITY � �-'1'' ` Q II II 1. • ' x_.:....245.0 IE _: 248.7 FS 248.5 TG 1311 '
ae ae
CONSTRUCT 60 X5 X9' UNDERGROUN V N 1 1111`1 1 " :. E " C �so
INFIL TRATION SYSTEM PER DETAIL I I. x47.5 IE 1 , 262.0 . G ti pp
G :. AGE ; Ma,...
SHEET 3, PRIVATE MA NANCE OF 248.5 FG@BW 248.5 FG 1' TRAFFIC RA1ED L' 3 -CAP ,E
Au 7' a 6 oto Recw / "' � Zq , I. rr:@ FACE II
B90 PER DOC.. 5 i, , _ II II 1 TRENCH DRAIN (TYP) GARAGE
i I ` 249.0 FG@TW =45.0 II FF@ FACE262.50 0
TROPOSED 24' DEDICA'1Y IIII I v 247.8 TG 24B.3 FG@BW ae 262.0 FG P
TO THE CITY OF ENCINITAS I 241.94 IEI I 247.1 TG 248.7 ., I = s
',. cv 246.1 IE 254.0 FG @TW l l) 261.0 FL ti
2 4" PVC DRAIN PIPES ` II .245.3_IE 248.5 FG-
IE IN243.4 241.56 , t ,., - - - - 100' --Y - - - - -
IE OUT 2433, - -_ - - -- ___- -- ________ -_ _____
}
- _ �-� -
PAdPOSLD CONCRETE APPRON { ~� _
UL PRESSED TO DRAIN TO`SIAEET .� �- �r��•
244.8 FG@BW; 247.9 FG@BW .- SB4 -3129 "W AA r - _
EXISTING 8 SEWER @ 4.56% ". 247.5 FG @BW ,. ?. TT 248.6 FG@BW_ " :` v:_ _ 261.5 FL ,.,� 259.5 FG@BW
„____ -- BEGIN REMOVAL =
PER LEUCADIA WASTEWATER L E
247 2 FG@TW °. 252.0 FG@TW I 259.5 FG@BW v
y 248.0 FG @TW 248.3 FG@BW 246.9 IE 252.0 FG@TW 262.0 FG@BW 262.0'FG@TW= OF EXISTING
DISTRICT JOB #751 i 7 244.0 FG@BW = 262.0 FP . c
„ ' . w fur 254.0 FG @TW 248.5 FG@BW T ;
J _i 262:0 FG@TW ,. a. '. i "FENC- '
262.0 FG@TW -. -W= y
EXISTING FIRE HYDRANT AND :• PROPOSED 4 244 0, ®FG@IW __., _. b ._._...., -- _. ._.
PVC,PIPE v ; w 262.0 FG@BW 4`.0 -.
BOLLARDS TO BE RELOCATED r �% PROPOSED TYPE C -i MASONRY i 259.5 FG @TW
CUF1B TO AT SFACT ON e k h' RETAINING, W -PER,, r \ `PROPOSED TYPE C -3 MASONRY 262.0 FG @TW `
BEHIND S I I _.rRETAI G, ALL SDRSO_F(TYP)
OF CITY ENGINEER " PROPOSED ®MOOIF -,,.. RETAINING PER SDRSD (TYP)
.. IOPOSED 8 TED_,_ EXISTING FcACE TO BE
s K.. PROPOSED DRAINAGE DIRECTION .. ,., A., i °_.
EXISTING POWER V TYPE F CATCH BASIN ,TO, SDGE EASEMENT NO WIDTH SPECIFIED ADJACENT REPAIRED AND REPLACED
�,{,.. PVC PIPE °_ 8E PRIVATELY MAINTAINED!
HATCHED AREA REPRESENTS
TL SOUTH PL PER BK 2358, PG 358 OF O.R. RE . 3 -17 -47 z
POLE TO BE RELOCATED, a a ", L
AS- NECESSARY
I IE IN 244.1
LANDSCAPE AREAS FOR BEST :
MANAGEMENT PRACTICE NOT TO
s,�mr f
EXISTING M.H. N0. 24 ; w , _ =�-- IE._OUT =243.0 ° '
+ { BE MODIFIED WITHOUT A PERMIT] -a
STA 25 60.00 I.E. 230.00 1 ., .,,'
„ I l
PER LEUCADIA WASTEWATER
EXISTING OVERHEAD UTILITIES FROM THE C21'Y_ " _ °-•-
JTO BE UNDERGROUIJDED \
DISTRICT JOB €751 -, -- - ____.m___ )
�Kl" L
v � 4
y „ r - e �}
'4 d... •`........ `3a ,< ''. '.,. a _}i• § i
�
:. � ' °
NOTES.
g
ALL HOMES SHALL -BE PROTECTED BY AN AUTOMATIC FIRE SPRINKLER SYSTEM
ALL ROADWAYS SHALL BE A MINIMUM OF 16' IN WIDTH DURING CONSTRUCTION
AND MAINTAINED FREE AND CLEAR, INCLUDING THE PARKING OF VEHICLES, IN
ACCORDANCE WITH THE CALIFORNIA FIRE CODE AND THE ENCINITAS FIRE
DEPARTMENT I v E30W R1 190E LANE 5E LATERAL A M
d
POFESSjO
PRIOR TO THE DELIVERY OF BUILDING CONSTRUCTION MATERIALS TO THE STREET LATERAL DEPTH Q 4'q
O JUSTIN !
PROJECT SITE, ALL OF THE FOLLOWING CONDITIONS SHALL BE COMPLETED k STATION OF .VVERT LENGTH ELEV.. GROUND BELOW PAD UPSTREAM BACKWATER
TO THE SATISFACTION OF THE FIRE DEPARTMENT S Iul SEQ.LOT LATERAL AT MAIN OF DROP TO AT PL LATERAL ELEV. PL ELEV. MH RIM VALVE -A 0
NO. NO. AT MAIN IE LATERAL MAIN IE SLOPE % AT PL PL TO IE FT. ELEV. REQ D REMARKS
1. ALL WET AND DRY UTILITIES'SHALL BE INSTALLED AND APPROVED BY 1 1 5 +90.36 20.00' LT 238.23 24.00' 1.20' 239.91' 2% 247.90' 7.99' 251.0' 254.57' YES SEWER LATERAL w a No. 68964 D m
THE APPROPRIATE INSPECTING DEPARTMENT OR AGENCY. A 3 3 6 +41.32 20.00' LT 235.98 235.00' 1.20' 244.23 3% 258 -10 13.87' 262.0' 254.57' NO SEWER LATERAL � EXp. 12/31/07 �
2. AS A MINIMUM, THE FIRST LIFT OF ASPHALT PAVING SHALL BE IN "! L�AAPHiC SCALE 1 " =20'
PLACE TO PROVIDE A PERMANENT ALL WEATHER SURFACE FOR EMERGENCY 8 h Ib 4 4 6 +46.32 20.00' LT 235.75 235.00' 1.20' 244.00 3% 258.10 14.1' 262.0' 254.57' NO SEWER LATERAL it
2 2 6 +94.01 20.00' LT 233.58 24.00' 1.20' 235.26 243.95 8.69' 248.5' 254.57' YES SEWER LATERAL CjVjl
3. IFHAPPLICABLE, ALL FIRE HYDRANTS SHALL BE INSTALLED, IN SERVICE, A29�L� q� OF CpL1F `! n
AND ACCEPTED BY THE FIRE DEPARTMENT AND WATER DISTRICT. 0 20 40 F
IL °Sl !'I
W N<
DESIGNED BY DRAWN BY CHECKED BY n - ._ Z .,_
REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE F'LANNIlNG 8L BUII.DIlNG TGL TGL WJS ®�g � OF �itrt.11� nAS Le1�14311` E iiltlt` G '_ )EP!'•si`rL 1riL' *r Dl�liV G NUJ. w -3",- 3 W
® CITY OF ENCINITAS PLANS P EP RED UNDER THE SUPERVISION OF RECOMMENDED APPR GRADING PLAN FOR: o t� _<
CONTROL POINT REVIEi D BY.' 7.(7• f /
1002 PER ROS 18416 HORIZONAL I"
=20' ` DATE: 1i (�� BY: Bv; a vy na
1415 Oil RIDGE L.
p R. C. E. NO. 68964 DATE: } DATE: Q / tl �� -�/ �✓ m
VERTICAL N/A �L/
NAVD BB EL= 313.68 AT: WILLI JUSTIN SUITER EXP. 12 -31 -07
PLANNING CASE N0: 05 -273 TPMIL R/CDP A.P.N. ,''254- 181 -04 SHEE I 2 OF 4
M.\1341.pro5/2412007 PE 1341
PROPOSED DETENTION STRUCTURE
PER SEPARATE DETAIL
PROPOSED 6' TRFATEK 21 MAX. GRADE TO SLOPE AWAY
SWALE FROM BUILDING @ 2% MIN.
FL
,OLID LM REPRE--NTS
.:�r)POSED GRADE X FF= -2625
PA&-262.0
I
G- RADING PLAN
O GE
SOLID LINE REPRESENTS ---
PROPOSED TYPE C-3 MASONRY FINISHED GRADE 1__--PROPOSED LOT LINE
I P;7n c�Tpzn PROPOSED PFTATNTAr Wei GRASS SWALE
SECTION A -3
1" =20'
GRADE TO SLOPE AWAY
FROM BUILDING @ 2% MIN.
BUILDING PER
�EPAIFATE- PLAN
mmmp�
l v i I
:fi
PROPOSED TYPE C-3 M4SOAF?Y---j
RETRAINING WALL PER SDRSD
I
WALL TO EXTEND 6" ABOVE
FINISHED GRADE AT TOP OF WALL
-�PROPOSED 6" AC
OVER 6" CLASS II AB
FG@TW - FINISHED GRADE AT
TOP OF WALL
FG@BW = FINISHED GRADL AT
BOTTOM OF WALL
PARCEL 2 DRIVEWAY SECTION
N. T. S.
GRADE TO SLOPE AWAY
FROM BUILDING @ 2% MIN.
BUILDING PER PROPOSED DRAINAGE
SEPARATE PLAN SWALE
PROPOSED TYPE C-1 MASONRY
RETAINING WALL PER SDRSD
L
17' WIDE PRIVATE ROAD EASEMENT
PER PARCEL Mi,., 359-Pl,,
EDGE OF f-DLL
EASEMENT C/L EASEMENT
17'
6 61 R'
8,
2% 2%
S.
PROP. 4 POO ')VFP
P;
6" CLASS 11 AB
(MINIMUM) —
PROPOSED 5" POO CURB
PER SDRSD G-1
6' WIDE STORMWATEP BMP NOT TO BE
MODIFIED WITHOUT PERMIT FROM CITY
PP"ATE ROAD TYPICAL SiECTIONT
4.0'
N. T. S.
-ANCHOR
.... . . .......... <-'.
4,0'
ANCHOR GRASS OR TURF LINED 6 PERFORATED
r'^Tlr)N OVER TURF PRIVATE AREA DRAIN -- PVC PIPE @ 1%
H=.LNFOPCEMENT TG= SEE PLAN I
IE= SEE PLAN PROPOSED PRIVATE INFIl TRATIUN
BASIN - SEE DETAIL
HATCHED AREA PEPRES 1.,3
TREA 7WIEI�7 SWALE ALONG 81, Pvc LANDSCAPL� AREA�' FOR dinlf
EXIT PIPE @ 'X �',lANAGEMENT PRACTlCr-- NOT 79
FZAMOW RIDGIPE TYPICAL SE, CTION IE TN= SEE PLAN 1110 BE MODIFIED WITHOUT A PERMIT
IE OUT= SEE PLAN FROM THE CITY
N. T. S. PVC PIPE !��] I
2 4" PERFORATED PVC PIPES
@ 1% WITH HOLES DOWN (TYP)
6' WIDE PRIVATE BMP
TREATMENT SWALE PER PLAN
0,5' KIN,
�
T-CONNECTION rMUPUZ2ZU -IrIA11VADC JIMCLI UIV
HATCHED AREA kEPP:F -NTS
6" PERFORATED LANDSCAP,-- AREAS rUi BEST
MANAGEMENT PRACTICE NOT TO
PVC PIPE @ 1% BE MODIFIED WITHOUT A PERM1'r
PRIVATE AREA DRAIN ----� FROM THE CITY
TG= SEE PLAN a,, PVC
IE= SEE PLAN EXIT PIPE @ 1%
IE IN= SEE PLAN
PRIVATE AREA DRAIN IE OUT= SEE PLAN
B" PVC EXIT TG= SEE PLAN PROPOSED
PIPE @ 1% IE= SEE PLAN LO FINISHED SURFACE
IE IN= SEE PLAN
Tc OUT- C=c AM nnTIIA= AREA PROPOSED MODIFIED TYPE F 6" PERFORATED
CATCH BASIN PER SDRSD PVC PIPE @ 1%,
HOLES DOWN
�4" PVC DRAINPIPE
TG=,3EE PLAN
IE= SEE PLAN
6" PERFORATED
PVC PIPE @ 1%
PER PLAN
FILTER FABRIC-'11- 3/4" GRAVEL
'EL4 6b%-
SECTIO111 13-3
314 GRAVEL
- ism J
-Z
-----------
DETENTION Spirl? UCTURE
SOLID LINE REPRESENTS
FL
PROPHE VIEW PRIVATE DRIVE
PROPOSED GRADE
P
OPOSED 7M-E D-75 TYPE 8-
DASHED LIRE REPRESENTS
.ljW L)ITL:l PLR SDRSD
EXISTAG GRADE
Q)�Zj
7.
PROPOSED BUILDING
PER SEPARATE PLAN
DASHED LINE REPRESENTS
PROPOSED TYPF C-3 MASONRY
e iz-11-tol
REVISIONS
EXISTING GRADE
RETRAINING WILL KS3 SDRSQ
F "-3 M4SVARY
DATE
BENC111WARK
7.7'
FF=251.5
PLANNING & BUILDING
10.11
L PER SDRSD -IRA BALL
. =77107ALS
C= OF ENCTqTAS 0
TGL
PAD-
-251.0
- --- - - - - - -
MAXIMUM HEIGHT 6.5'
MAX. 4.0'
-&M HEIGHT 4.0'
PROPOSED 7UTLOING
FF=249. 0 PER SEPARATE PLAN
PAO=248
A-2A, I
4Q-017,1/11
CITY OF ENCINITAS
CONTROL POINT
HORIZONAL NIA
REVIE#ED BY.
7.(7-07
PLANS FIXEPARED
PROPOSED
DRAINAGE
GRADING PLAN FOR.
SWALE
A'
SECTION
SECTION D-3
mmmp�
l v i I
:fi
PROPOSED TYPE C-3 M4SOAF?Y---j
RETRAINING WALL PER SDRSD
I
WALL TO EXTEND 6" ABOVE
FINISHED GRADE AT TOP OF WALL
-�PROPOSED 6" AC
OVER 6" CLASS II AB
FG@TW - FINISHED GRADE AT
TOP OF WALL
FG@BW = FINISHED GRADL AT
BOTTOM OF WALL
PARCEL 2 DRIVEWAY SECTION
N. T. S.
GRADE TO SLOPE AWAY
FROM BUILDING @ 2% MIN.
BUILDING PER PROPOSED DRAINAGE
SEPARATE PLAN SWALE
PROPOSED TYPE C-1 MASONRY
RETAINING WALL PER SDRSD
L
17' WIDE PRIVATE ROAD EASEMENT
PER PARCEL Mi,., 359-Pl,,
EDGE OF f-DLL
EASEMENT C/L EASEMENT
17'
6 61 R'
8,
2% 2%
S.
PROP. 4 POO ')VFP
P;
6" CLASS 11 AB
(MINIMUM) —
PROPOSED 5" POO CURB
PER SDRSD G-1
6' WIDE STORMWATEP BMP NOT TO BE
MODIFIED WITHOUT PERMIT FROM CITY
PP"ATE ROAD TYPICAL SiECTIONT
4.0'
N. T. S.
-ANCHOR
.... . . .......... <-'.
4,0'
ANCHOR GRASS OR TURF LINED 6 PERFORATED
r'^Tlr)N OVER TURF PRIVATE AREA DRAIN -- PVC PIPE @ 1%
H=.LNFOPCEMENT TG= SEE PLAN I
IE= SEE PLAN PROPOSED PRIVATE INFIl TRATIUN
BASIN - SEE DETAIL
HATCHED AREA PEPRES 1.,3
TREA 7WIEI�7 SWALE ALONG 81, Pvc LANDSCAPL� AREA�' FOR dinlf
EXIT PIPE @ 'X �',lANAGEMENT PRACTlCr-- NOT 79
FZAMOW RIDGIPE TYPICAL SE, CTION IE TN= SEE PLAN 1110 BE MODIFIED WITHOUT A PERMIT
IE OUT= SEE PLAN FROM THE CITY
N. T. S. PVC PIPE !��] I
2 4" PERFORATED PVC PIPES
@ 1% WITH HOLES DOWN (TYP)
6' WIDE PRIVATE BMP
TREATMENT SWALE PER PLAN
0,5' KIN,
�
T-CONNECTION rMUPUZ2ZU -IrIA11VADC JIMCLI UIV
HATCHED AREA kEPP:F -NTS
6" PERFORATED LANDSCAP,-- AREAS rUi BEST
MANAGEMENT PRACTICE NOT TO
PVC PIPE @ 1% BE MODIFIED WITHOUT A PERM1'r
PRIVATE AREA DRAIN ----� FROM THE CITY
TG= SEE PLAN a,, PVC
IE= SEE PLAN EXIT PIPE @ 1%
IE IN= SEE PLAN
PRIVATE AREA DRAIN IE OUT= SEE PLAN
B" PVC EXIT TG= SEE PLAN PROPOSED
PIPE @ 1% IE= SEE PLAN LO FINISHED SURFACE
IE IN= SEE PLAN
Tc OUT- C=c AM nnTIIA= AREA PROPOSED MODIFIED TYPE F 6" PERFORATED
CATCH BASIN PER SDRSD PVC PIPE @ 1%,
HOLES DOWN
�4" PVC DRAINPIPE
TG=,3EE PLAN
IE= SEE PLAN
6" PERFORATED
PVC PIPE @ 1%
PER PLAN
FILTER FABRIC-'11- 3/4" GRAVEL
'EL4 6b%-
PVT EL=259.71,,--
314 GRAVEL
- ism J
-Z
-----------
DETENTION Spirl? UCTURE
PROPHE VIEW PRIVATE DRIVE
SCALE HORIZ: 1 "=20'
!'FAT. I "=B'
Q)�Zj
e iz-11-tol
REVISIONS
APPROVED
DATE
REFERENCES
DATE
BENC111WARK
SCALE
PLANNING & BUILDING
DESIGNED BY
DRAWN BY ED BY
. =77107ALS
C= OF ENCTqTAS 0
TGL
TGL ........ ��ECWKJS
A-2A, I
4Q-017,1/11
CITY OF ENCINITAS
CONTROL POINT
HORIZONAL NIA
REVIE#ED BY.
7.(7-07
PLANS FIXEPARED
UNDER THE SUPERVISTON OF
RECOMMENDED APPR
'of n A
GRADING PLAN FOR.
N. T. S.
' No. 68164 -
Exp. 12/31/0/
z
cc v; a
c
w a
Lu
DEPARIlyfrENT DRAWING N.G. 20
Lu naw
U
in a 1�
1002 PER POS I8416 DATE.'-zjMW 0 T.- 4 'to
-4 u,-44-,4zjql4.G1
�,/ � ,o-- — mc
D r 9: hin plQ09A 1415RALNBOWRIDGEL.ANE .1 0--y—Ly Isom
VERTICAL NIA DA TE: XLUI 0 1 DA-lE.- !j(fft-t9-9L
NAVD 88 EL=313.68 '%DA�TE: I WHLIAf JUSTIN SUITER EXP. 12-31-07 PLANNING CASE NO: 05-273 TPM/DRICDP
A.P.N. #254-181-04 rSHEET 3 OF::4jd
\1341.PrO511612007 PE 1341
Xp
20' 40 60g7F
CRUSHED ROCK
FILTER
FABRIC
ORIGINAL
GRADE
me
m
° °d
T1.1' MIN., UNLESS OTHERWISE
SPECIFIED 9Y A SOILS ENGINEER
S=ON E-E
CONSTRUCTIONEVTLZANCE DETAIL
REVISIONS APPROVED DATE REFERENCES r
Cr
m m
m ° 4 °
m ° a
m a m
° °
°
m °° ° m°
° a°
m m
°m °d ° °
a - °d ° m °
19' RADIUS
MIN.
20' MIN
DATE BENCHMARK
CITY OF ENCIN.,fAS
CONTROL POINT
1002 PER ROS 13416
NAVD BB EL= 313.68
HATCHED AREA REPRESENTS + + + +
EROSION CONTROL PLAN
HYDROSEED SLO :lE PROTECTION
OGRAVEL TT j �r BAGS PER DETAIL A 00000000000 �
W iHi_ SILT rENCE PER DETAIL B -X X°
WIDTH AS REQUIRED RUNOFF
TO ACCOMODATE
ANTICIPATED TRAFFIC
GAP BETWEEN BAGS
NOTE: ACTS AS SPILLWAY
CONTRACTOR TO MODIFIY CONSRUCTIONN
-E ENTRANCE IN THE FIELD AS NECESSARY
CONSTRUCT SEDIMENT BARRIER AND
CHANNELIZE RUNOFF TO SEDIMENT
TRAPPING DEVICE
SCALE PLANNING & BUIL DINC
NOT TO SCALE
REVIEWED BY*
HORIZOYAL 1 " =10' T (" 07
VERTICAL N/A
UA 9•
'- P90PO 0 .SILT n Ew.. -.__ __...___. _ . _ ..._...'
3ED :TLT FF,=
=TAIL (TYP)
O + +
+ + + + >+
0 + + + ± ±.++ } + .
+ + + + * + + + + + +� + * + + } *j HYDROSEEDNMIX
VE
Op O 0' *+ + + + +, + + + * + } *
* + }
} } +
0 +;':r + ++ * ' i + + * +
+ +
T + 0 + } ++ +++ + + +F- + + + + + + ++
0+ + + + +`+ + + + + + _
0
++
* + + + + T + + + + + +
+' +++ + + + + +, .
+ + + + + - + + + +
* + + + + * ++ + + + +
+ + + * +* + * + + + * + + +* rD_,EMARi,ATlON k. PROPOSED SILT .FENCE
+ + + + *+ + ..'+ + +.+, * +i PEP DPTAIL (TYP)
* * + + + +- + + + + ORANGE CONSTRUCTION
+ * + + + + + +' " + + } + + + ++ OF OPEN
+ +} }+ + + + + + + + + + + + ++
I +
1 GRAVEL BAcS f + + + + + } } *. * ±: } + + + + +y
�... _ +
ILL (TYP) � *+ � +'+ * + + + '- + }� +y - - -
., a 4 + + + + ++ + + + T
-
+ + + Izsa
+
0 + + + * + + 1 + +
-
' + +4 +. + + + * ++ + + +
0 - + + + X,
„ 0 + I + + + * + + + + + + + }+ * + ++
00 ',gyp o. + ++ + + + }+ + + ++ + + + + + ++
PROPOSED GRAVEL BAGS 0 +' + *+ + + + + *+ * , + +.
PER JET<; i L (TYP) ' .+
} x
' 0 r + F * * + + ++ +++++ PROPOSED NATIVE
D ; + ++ ++ ++ *+ ++ ++ ++ ' HYDROSEED M.TX
J + + + + + +1 +
0, i' + + + + + + + ++ + + + + + + ++
' 0 +; + +�, + + + + ++ +
/0 + + + + + + + + + + + +- + + + +T ++ ++
+ + + + + + + + ++ + + + + + + ++ k
1 0++ % + + + + + "+ *. *+ + - + } + ++ ++ ++
OOO + *f + } + * + * + * + + + +. +y + * + * ++
+ + + ++ + + + + * ++ + + +
+ + }* + + +' + +} + +
S000
1. SET POSTS AND EXCAVATE A
4BY4IN (10 BY 10 CM)
TRENCH UPSLO,'E FROM AND
ALONG THE LINE OF P03TS.
3. ATTACH THE FILTER FABRIC TO
TwO LAYERS OF GRAVEL BAGS THE WIRE FENC° AND EXTEND IT
WITH ENDS OVERLAPPED INTO THE TitENCH.
2. STAPLE WIRE FENCING TO
THE POSTS.
'4 IN 0 0 CM)
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
FILTER FABRIC v�(
ji - WIRE _
GRAVEL BAGS DETAIL A-- -� {, "�
NOT TO SCALE SILT FENCE DETAIL B
ME,
WILLIAI
NOT TO �SC�Ar�L+E�� �7��
DRAWN
TGLBY CHEwis BY APPROVALS Ell 1 OF L'sRM
RED UNDER THE SUPERVISIpP OF RECOMNiciVU�U
At-It EROSION CONTROL P'.AN FOR:
l
HYDROSEFT) NOTES
1. HYDROSEEDING SHAL BE APPLIED TO ALL SLOPES THAT
ARE GRADED 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER
WHEN THEY AREA:
A. THREE FEET OR h(ORE -IN HEIGHT IN FILL AREAS
B. FIVE FEET OR h-�'RE IN,HEIGHT IN CUT AREAS UNLESS
SLOPE IS NOT CUBJECT TO EROSION DUE TO THE
EROSION RESISTANT CHARACTER OF THE MATERIAL AS
APPROVED BY 1,.. GIfY ENGINEER.
2. IRRIGATION SHAD MAINTAIN THE MOISTURE LEVEL OF
THE SOIL AT TH!� OPTIMUM LEVE- 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
P. 20 LBS PER ACRE OF ZORRO FESCUE
j. 3 LBS PER AC9E OF E SCHOOL CIA CALTFORN T'+
4. 4 LBS PER ACRE OF ACHILLEA MILLEFOLIA
5. 3 LBS PER ACRE OF ALYSSUM (CARPET OF SNOW)
6. 11P- LB PER ACRE OF DIMORP:IOLECA
7. ITEMS C, D, E AND , OF THIS jln , ACTION MAY
BE OMITTED ON LOCAT `!NS WHERE THE AREA BEING
HYDROSEEDED IS NOT V 51BLE FROM EITHER A
PUBLIC STREET OR RESi)LNIIAL STRUCTURES.
8. ITEM A OF THIS SUBSECTION MUST BE INOCULATED
WITH A NITROGEN FTXINU 9ACTERIA AND APPLIED
DRY EITHER BY DRILLING 'R BROADCASTING
BEFORE DYROSEEDING.
E
9. ALL SEED MATERIALS SHALL BE TRANSPORTED TO
THE JOBSITE IN UNOPENED CONTAINERS WITH THE
CALIFORNIA DEPARTMENT OF FOOD AND
AGRICULTURE CERTIFiCATION TAG ATTACHED T0, 0,^
PRINTED ON SAID CONTAINERS.
10. NON - PHYTO -TOXIC WETTING AGENTS MAY BE ADDED
TO THE HYDROSEED SLURRY AT THE DISCRETION OF
THE CONTRACTOR.
B. TYPE 1 MULCH APPLIED AT THE RATE OF NO
LE'S THAN 2,000 LBS PER ACPE. TYPE 6 M0-CH
(STRAW) MAY BE SUBSTITUTE') ALL OR PAR - i UH
HYDRAULICALLY APPLIED FIB�ri MATERIAL. 1,'IEN
i TRAW - USED IT MUST ANA " I )RED TO THE
SLOPE 3Y MECHANICALLY •UNCH.UVG NO LESS THAN
50% OF THE STRAW -0 N30 1.•� SOIL.
C. FERTI!j.ZER CONSISTING OF AMMONIUM
PHOSPHATE SULFATE, 16 -20 -0, WHITH 13% 31)I FUR
APPLIED AT THE RATE OF 500 LBS PER ACRE.
4. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO
HYDROSEEDING BY:
A. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR
A COMBINATION OF:
1. TRACK WALKING SLurFEa STEEPER THAN 6.1.
?. PIPPING AREAS THAT WILL NOT BREAK I r:" 'r92NG
ITEM 1 ABOVE.
B. CONDITIONING THE SOILS SO THAT IT I.i SIITrABLE rOr;
PL ANTING BY:
1, ADJUSrINu THE SURFACE SJI MOISTURE TO
PROVIDE A DAMP BUT NOT SATE -,ATED 3E ='J =D.
2. THE ADDITION Or SOIL AM: iv'MENTS, F'H
ADJUSTMENT, LEACHING OR CO -RING SALINE
SOILS TO PROV DE VIAB!Z CONDITIONS r-UR GROWTH.
HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A V1u0ROUS
GROWTH UNTIL THE PROJECT L3 PERMAt•' -NTLY LANDSCAPED OR, FOR
AREAS WHERE HYDROSEEDINL3 IS i;' PERMANENT LANDSCAPING, UNTIL
THE PRDJ._Cf IS COMPLETED AND A• ' SECURITf r1FLEASED.
NOTES:
1. THE MAINTENANCE OF ALL PH ;DOSED BMP'S W211 3^ T-IE
RESPONSIBILITY OF'THE OWNERS. THIS WILL INCLU : ANY
POST- CONSTRUCTION BMP AS WELL AS ANY CONS•JAU 710 %1
TV 'AT IS DEF- LINED TO Nt =ED TO REMAIN. ; -)ERMANI
FOk A SPEC., -IED PERIOD OF i .IMF AFTF ; THE CCt, -11 - CION
OF ALI. CuNSTRUCTION OPERATIONS.
2. TI,^ OWN rl WILL BE PRESER'TED KITH INFORMATTCIV ON
SOURCE CONTROL MEASURES, SUCH AS THE PROPER .'4EANS OF
DISPOSING OF POLLUTANTS, DIRECTING WAS WATER INTO
LANDSCAPING AREAS RATHER THAN INTO THE STREET GUTTER
OR STORM CRAIN, MINIMIZING THE USE OF HOI';l LD
CLEANERS AND OTHER PRODUCTS WHEN THEY HAVE THE
POTENTIAL TO CONTRIBUTE POLLUTANTS INTO STORM WA ", r3,
AND SPILL CLEAN UP 1ECHNi,3' 1173.
3. IN THE EVENT -THAT LANDSCAPING "'ATERIALS ARE
REQUIRED TO BE STOCKPILED, THE STL)LKPILES WILL HE
LOCATED OUTSIDE OF ANY DRAINAGE COURSE IN OvDE, r 10
REDUCE THE POTENTIAL FOR STORM WATER TO COME IN
CONTACT WITH AND SUSPEND THE MATERIALS WTTHIrV ITS
FLOW. IN ADDITION TO THE LOCATION OF T,,= JU.VPILF S,
WHEN THE STOCKPII_E3 WILL. REMAIN IN PLACE FOra THE
COURSE OF MORE THAN 1 DAY, THEN THE STOCKPILE WIL BE
ADEQUATELY COV=RED SUCH '4AT PRECIPITATION WILL NUf
BE CAPA31 E OF COMING IN CONTACT WITH iHe ST -IrKPILED
MATERIAL.
4. THE PROPOSED IRRIGATION SYSTEM WILL HAVE AN
AUTOMATED PAIN SH+ITOFF DEVICE, WHICH WILL DISCONTINUE
IRRIGATION IN THE EVENT OF RAIN ttd) I, THE LO_I- IS
' UFFICIENTLY SATURATED.
5. THE PROPOSED Ir;, . > A r LJN , lYSTEM WILL Dc ROUI IN +--LY
INSPECTED ANO MAIN i AINED TO THAT OVER WATERING
IS MINIMIZED, 2,?OKEN OF) MALFUNL'f� • 7NG SPRIN'XLER
HEADS WILL BE Rr•'1_ACFD AS NEEDED. Ni.3 IN THE EVENT
TiAT ANY.IRRIGATI)N PIPING DEVELOPS CRACK:,, LEAKS OR
BREAKS REPAIRS WILL BE ARRANGED FOR AND THE
IRRIGATION SYSTEM WILL EITHER BE SHUT -DOWN ENTIRELY
OR THE PROBLEM AREA WILL BE ISOLATED AND TAKEN
OFFINE, IF POSSIRI f UNTIL THE PROBLEM IS CJRRECTEO.
-OR aTOr'M WATER POLLUTION CONTROL PURE OSES, ALL
RUNOi F FROM ALL R007 DRAINS SHALL. L Tl,`HAr3L4E ONTO
GRASS AND LANG CARL- AREAS PRIOR TO LGLLECTION AND
DISCHARGE ONTO THE STREET ANDIOR INTO THE PUBLIC
STORM DRAIN SYSTEM. GR ^As: -AND LANDSCAPE AREAS
DESIGNATED FOR STORM WATER POLLUTION CONTROL
N
SHALL NOT BE MODIFIED WITHOUT A PERMIT .10M Tr: GTTY.
u
w Nrn
w
.0
AS ]ENGW ERING DEPARTMENT DRAWING No.
z a � u
- - -�-•.�
w I a<
m mm
DATE: BY: _ BY: 141 S SOW MIDGE LANE �69�G IL mow
.TIN BUTTER
A.C.E. N0. 68964 DATE: $'/ 17107 DATE. 9
EXP. 12 -31 -07
PLANNINri CASE NO: 05 -273 TPM /DR/CDP A.P.N. #254- 181 -04 SHEET 4 OF 4
\1341.pro5/1B/2007
Fik,RoAc.HmcvT
MA)kl- EA/Ak/Ce ^A/D
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JZG; APRIL 8. Z wy
/BOG. /SCI :2AK1 -0 1385/0
PROTECT EXISTING SURVEY
IM -PLACE
\ I
I
I
F11 i I
11
t
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4
1
1\
/ R'L
I ERLINE
PER WO -82-10 / i-
a
I •/,i DAL Y PER,
:rr OF I
I
ZING PRIVATELY MAINTAINED
PE TREATMENT SWALE TO BE
AND RACED
TAIL TH73 SHEET
I IS IMXi SEWER
L TErAL (TYP)
I
30.0'
I
IS IMKi CONCRETE APPRON TO DRAIN TO STREET
'LiiPENT PER MIT
0 9 PE . 2107 - 0429687
C.6V26107 TO 6E�REWOVED
E�ISTIG, 60 X5 X9'
IILLTRHATIOTN SYSTEM
IVATE MAINTSMI CE
0PER OOC.2007- 0598506
1107 EXISTING WATER
I METER (TYR)
J �XISTINi DAMAGED ASPHALT
AVill ALONG PROPERTY
FROITACE TO BE SAWCUT
gl�&.AR ACED TO THE
TION OF THE CITY
'KIST CONCRETE APPRON
SSEO 70 DRAIN TO STREET
FI�m ACHMENT PERMIT
DOC. 21X)7 -0487
C.Q/26/07 TO BE REMOVED
IS ZNG CONCRETE APPROMi -
OtDDDDDREEEEEE SSED TO DRAIN TO STREET
RER NCROACHNENT RPER41T
. 2007 - 0429587
C. §/26/07 TO BE IEhDVED
IST}1MG B" SEWER @ 4.56%
�LFUCA IA WASTEWATER
D Ti�fCT " /751
T EXISTING SURVEY
IN -PLACE
B<
I
E M.H. NO. 24
00 I.E. 230.00
ADIA WASTEWATER
rCT JOB #751
f
I
BUILDING FOOTPRINT
5,680 SF
5,549 SF
HARDSCAPE
0 SF
0 SF
OiIVEWAY
0 SF
0 SF
ahM rU of f:"U1tcrtU I %�
ADEX BOL
D TO SAT SFAZTiON-
CITY�ENGIIEER1
EXIST UT ITY POLE
Q fEMA IN PLAC
\ I
I
I
(W
II '•f
I
1
� II
4 I II I
I I
{
2,13 f d I I
%q
FL
FL
!1�
F 47.5
FG 245.5
+ * * * +*
* +
4" PVC SOLID
PIPE MR 35)
(TYP)
I
FG 248.5
FS 248.:
Q.Qx
e
fDC
} EXISTING 4" PVC
PIPE TO OUTLET
AT CLQ8 FACE Q.Qx
FG
_ 4 I FG 248.5
S 242 X _ VC PIPE
1;
24�]s X
01 TO SLYEEID BY FG 248.5
FG 248 5 LANDSCAPING
PROPOSED BIORETENTION BASIN AC CO DENSER PAD
FOR BEST MANAGEMENT PRACTICE TO BE SCFEENED BY
NOT TO BE MODIFIED WITHOUT A LANDSCAPING
PERMIT FROM THE CITY
240 SF MIN (250 SF PROPOSED)
W
FS 2522
FL 247.5 S
248.5 FG t
FG 248 5 l
FG
FG 248.5
INSTALL FLUSH CURB OR HEADER
PER MANUFACTURERS SPECIFICATIONS
AS NECESSARY
41t
f7 °•
;
1#0 Elf
;';'1°n
-- nlxl�n�gm�r3� eau.
Mr. m- �MAI �I I
`1 llx)Iti IX
GUTTER
1:1t�lfll�Nl °E+xd��� 11
11..99
Suff
1= 11:11: ll If-
ytirx, ►�jz1 =u=
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Is�If /IfOp "'�
171i
11 4lap�n 1i Ln
INS'. ICU
Fl�9n��n`� �`If)�ci .. � 7j�1+1,� n�11S+►j 1
i": ii -fa ,-:.�1 1f x •'� •lr i sl �� a -.1fi: :d
a 'Tlln 'OIr T �►) //^�r••'1�1I i►1�II
li /lr�T6u /lenayl i}��,ha IIr�= - ti�/f°°►j
re;�
�,.,u.;n_Ir411�1;?rrti a•= = n-�nx°I�i u
1 11/ 7;► l�N :iq jH$= 7lofjx �Ix �llJ1tl� • S
"Alm x -n�°r =�r- trxnxn�u �i
�7��►fx1r ��.�,'sl��xp- �ipu�"jp��1f11�� m
j�xll"n�ifi 11 n� rfi-. u�ll ii_xp,,,=.Rn x . "�11u
x o .gyp- �lr�leell' � .11x7!71 -' f pt
f�
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n�7�l�fx7 f1 �f?n� -'p ►1j�11���117 ji r
,n �1►1�1 � . =
�ucn�'
u =rr�n�
��7��1a111.
J =115 ,
FS 249.7 PROPOSED 2 -CAR
1 GARAGE FF@ FACE j i j i I ff
GARAGE LIMIT
ae�M 1 1
I � x FL 248.2 I
I I I
I 2Z i I I I I
2- 4" FG 248.5 FG 248.5 1 E
rc; e4n.n FG 248.5 1 Fjl G 250.1 1 1 1 1
FG 2 .5-
31 L - - - - -
UT = - - - - - -
F ' CATCH BAS - - F m 24 FL 247.7
X BE AZELY MAINTAINED M
IE 242.0 IE IN 244 3 - G 247A -.._ _ oS9 , Tk�FG 250.6 _ - - - 7WE
i T17E a- M'd,�Y�ir
E OUT - -243.0 - 247.5
PROPOSED FENCE �6. 3
a SBA «J129712 SAi'
aER aRRCH PLANS \ y, &T WrgTDNE MWINNq_`s
PROTECT -- EXIST -ING- RVEY - - -- - - - - - -- c4 - -
ODN4NENT IN-PL AC t WAUL ft Kq PRODUGTy CjMt�f '-
_248.0 -
_-
252.0 - h�FG 248.3
2478 - -
PROTECT 1 MONI#EW IN C SUR
VEY
/ j k
°°°-- CI_EP- ROOTED DROUGHT
TOLERANT PLANTS FOR OVERFLOW PIPE
WELL - DRAINED SOILS PER TG 246.0
LANDSCAPE PLANS WIDTH GROUND COVER PER
M LANDSCAPE PLANS
40 EXISTIMD 4" AC OVER
6• 6" CLASS II AB TO REMAIN
j 1 4
18'
�I_�i 24�
2 1 2 9 i
/
6" 6-1 PCC CURS
I .� .a• + r BY
i i _� / v. l,i u .ra i •� . ,rl I• i 1" :,..i i e ,
� f
�� a -i ➢:q •sue h h '► lu ,; a Hi �, . (�
ACCORDANCE WITH THE CALIFORNIA FIRE CODE AND THE ENCINITAS FINE
- , ., ' . - , :: `: -, „:
:.
"' -f 1 v I j ! 15,-=
* 8IOtETENTIOJ 'ENGI EEFED SOIL " LAYER SHALL BE MINIMUM 18" CEP
DEPARTMENT
p ''
4" - 3/8° GRAVEL
'SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX
p
7 OO °
12" OF 3/4" GRAVEL
SHALL CONTAIN 50 -60% SAND, 20 -30% COMPOST O) HARDWOORD MULCH, AND
PRIOR TO THE DELIVERY C BUILDING CONSTRUCTION MATERIALS TO THE
D°�
pC 12" - 3/4" GRAVEL
- . J
20-30% TOPSOIL, FREE OF STONES STUMPS, ROOTS OR SIMILAR OBCCTS�
PROJECT SITE, ALL C THE FOLLOWING CONDITIONS SHALL BE COMPLETED
AMD ALSO FREE OF NOXIOUS WEEDS.
TO THE SATISFACTION C TIE FIRE' Di- PARTMENI'
i- `f '
!
'___
`�
* BIORETENTION 'EIGINEEERED SOIL" LAYER SHALL BE MINIMUM 24" DEEP
'SANDY
* 3/4" CRl1SFED ROCK LAYER MALL A MINI+tft 12" BUT MAY BE
LEUCADIA WASI WATER DISTRICT
PLANNING & BUILDING
1. ALL NET AND DRY UTILITI S SHALL BE INSTALLED AND APPROVED BY
- i; ,1 f=
NATUFIAL GRACE
LOAM" SOIL MIX WITH MD MORE THAN 5% CLAY CONTENT. THE MIX
SHALL CONTAIN 50 -60% SAND, 20 -30% COMPOST OR HARDWOORD NCH{ AND
DEEPENED TO INCREASE TIE INFILTRATION AND STORAGE ABILITY OF TIE
THE APPROPRIATE INSPECTING DEPARTMENT OR AGENCY.
DETAIL
2. AS A MINIMI/� THE FIRST LIFT O= ASPHALT PAVING SHALL BE IN
20-30% TOPSOIL, FREE O= STONES STUMPS ROOTS OR SIMILAR OS,ECT$
REVIEWED BY: ,eP.f>
REVIEWED BY.
E T PROVIDE A PERMANENT ALL WEATHER SURFACE FOR EMERGENCY
AND ALSO FREE OF NOXIOUS NEEDS.
�3��
3. IF APPLICABLE, ALL FIRE HYDRANTS MALL BE INSTALLED, IN SERVICE
PERVIOUS PAVER
SECTION
EX 77WAZWMNT SWALE DETAIL
BIORETENTIONDETAIL
AND ACCEPTED BY THE FIRE DEPARTMENT AND WATER DISTRICT.
NOT TO SCALE
NOT SCALE
DATE: � ®3�2o /y r.,tp.. 3e3�Zo /f
DATE:
NOT TO SCALE
TO
- ,061*IG-
CtrC : ►00 CY F%tL v C E)(PorC: 100 Cl1
�ZeMieDi kL, y00 CI
i
No. 71651 `c
Exp. 12/31/15
GRAPHIC SCALE
0 10- 20
1 " =10'
30
& 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
REVISIONS APPROVED O .TE REFERENCES DATE $ �� SCALE AS BUII.T DESIBKA BY DRAWN
KK_BY CHEBMA BY APPROVALS C 1 OF ENCINnAS ENG1NFFJ NG DEPAcRTMF.N'I'
2 CITY OF ENCINITAS PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED, GRADING PLAN FOR:
CONTROL POINT HORIZONAL 1 " =10' '
=1$(a M 1002 PER ROS 18416 $•lid. DATE: ; i'ly BY: BY: NN /) 1%01 VBOW RIDGE L
MAS MAH Fn1iGLENN PRUZM
1L. BRIM M. ARDO IMO DAT - �' R.C.E. N0. 71651
NAVD 88 EL= 313.68 VERTICAL N/A R C.E. NO. 71651 EXP. 12 -31 -15 BRIAN M. ARDOLINO EXP. 12 -31 -15 DATE: DATE: 3/27/ 14
- PLANNING CASE N0: 05 -273 TPM /DRiCDP & 13 -162 CDP
A.P.N. #254 - 181 -22
50UTH PGP.pro 2 /c'
DRAWING NO.
369 -G
SHEET 5 OF 6
w
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FITS NOTES:
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ACCORDANCE WITH THE CALIFOFNiIA'FIRE CODE AND THE ENCINITAS FIRE
DEPARTMENT
PRIOR TO THE DELIVERY OF BUILDING CONSTRUCTION MATERIALS TO THE
PROJECT SITE. ALL OF THE FOLLOW1% CONDITIONS SHALL BE COMPLETED
TO THE SATISFACTION OF THE FIRE DEPARTMENT:
1. ALL NET AND DRY UTILITIES GALL BE INSTALLED AND APPROVED BY
THE APPROPRIATE INSPECTING DEPARTMENT OR AGENCY.
2. AS A MINIMUM THE FIRST LIFT OF ASPHALT PAVING SHALL BE IN
PLACE TO PROVIDE A PERMANENT ALL. WEATHER SURFACE FOR EMERGENCY
VEHICLES.
3. IF APPLICABLE ALL FIFE HYDRANTS SHALL BE INSTALLED, IN SERVICE
AND ACCEPTED BY THE FIRE DEPARTMENT AND WATER DISTRICT.
REVISIONS APPROVED DATE REFERENCES
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AND MAINTAINED FREE AND CLEAR,. INCLUDING THE PARKING OF VEHICLES, IN
ACCORDANCE WITH THE CALIFOFNiIA'FIRE CODE AND THE ENCINITAS FIRE
DEPARTMENT
PRIOR TO THE DELIVERY OF BUILDING CONSTRUCTION MATERIALS TO THE
PROJECT SITE. ALL OF THE FOLLOW1% CONDITIONS SHALL BE COMPLETED
TO THE SATISFACTION OF THE FIRE DEPARTMENT:
1. ALL NET AND DRY UTILITIES GALL BE INSTALLED AND APPROVED BY
THE APPROPRIATE INSPECTING DEPARTMENT OR AGENCY.
2. AS A MINIMUM THE FIRST LIFT OF ASPHALT PAVING SHALL BE IN
PLACE TO PROVIDE A PERMANENT ALL. WEATHER SURFACE FOR EMERGENCY
VEHICLES.
3. IF APPLICABLE ALL FIFE HYDRANTS SHALL BE INSTALLED, IN SERVICE
AND ACCEPTED BY THE FIRE DEPARTMENT AND WATER DISTRICT.
REVISIONS APPROVED DATE REFERENCES
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BAIRN M. ARDOL � DATE _ R.C.E. ND. 71651 Fo /GLENN PRUIM
VERTICAL WA 117 BRIAN M. ARDOLINO DATE: DATE: 3/27/14
NAVD 88 EL= 313.68 R.C.E. NO. 71651 EXP. 12 -31 -14 EXP. 12 -31 -15
• — - PLANNING CASE N0: 05 -273 TPM /DR /COP 6 13 -161 COP A.P.N. #2F- 181 -21 SHEET 6 OF 5
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E. REPAIR 1TRIGATION SYSTEM & CO4'O+ENiS
LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX F
G. SOIL AMENDMENT WEN NECESSARY TO SST AMD MAINTAIN HEALTHY PLANT GROWTH.
H. FERTILIZING PRnIK NEEDING AND MAINTAINIY6 HEALTHY PLANT GROWTH
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I. MAINTAIN TO AVOID OSSTRK'TION OF MOTORISTS VIEWS.
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J. IDENTIFY *0 I:, RESPONSIBLE TO MAINTENANCE
LWCADIA WAS1 WAn DLSTRICT P
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** 314" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 12" BUT MAY BE 1
10. RETIOLATBE WATER SHALL BE USED INN ALL DECORATIVE WATER FEAR ES L
DEEPENED TO INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE 1
11. M LCH WILL BE USED ON SLOPES LESS THAN 31 TO A DEPTH OF 3" TO MINIMIZE EVAPOTRANSPlR4TION.
NAIL 1
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77
MATERIAL. SOIL TESTING WILL BE UTILIZED TO IDENTIFY ANY SOIL tEFICIEEY AND OFFER ANROENT R
REVIEWED BY :,fit R
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.259.8212 1 fz 858.259.4812 1 plsaengineering.com
"GINJLERWO DFMA RTMEIVT DRAWING NO.
OL POINT HORIZONAL 1 " =10' 36� -dJ
1002 PER ROS 18416 % (I �� DATE' 3 BY' MASIH MAHER Poe-GLENN M /I ' 14.07 BOW RIDGE LANE
BAIRN M. ARDOL � DATE _ R.C.E. ND. 71651 Fo /GLENN PRUIM
VERTICAL WA 117 BRIAN M. ARDOLINO DATE: DATE: 3/27/14
NAVD 88 EL= 313.68 R.C.E. NO. 71651 EXP. 12 -31 -14 EXP. 12 -31 -15
• — - PLANNING CASE N0: 05 -273 TPM /DR /COP 6 13 -161 COP A.P.N. #2F- 181 -21 SHEET 6 OF 5
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P.C.E. NO. 71551 EXP. 12 -31 -15
PLANNING CASE N0: 05 -273
TPM /DR /CDP & 13 -161 CDP
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MAMA CALCt1.ATiGN1 PARCEL 3 PARCEL 4
GROSS LOT AREA = 64,506 SF = 39869 SF
TOTAL AREA EXEMPT
FROM MAWA CALCULATION = 64,301 SF = 39,664 SF
TOTAL LANDSCAPE ATEA 42.9xO.52x205 = 5453 ETO 42.90.62x205 = 5453 ETD
LAADWAFE EFFICIFJVCY EW NOM
1. WATER IS TO BE DIVERTED FROM HARDSCAPE AND ROOFS INTO STMINATER SIB AREAS.
2. IRRIGATION SHALL BE OESIGWD TO LANDSCAPE IRRIGATION EFFICIENCY NECESSARY TO MEET MAMA
3. ALL IRRIGATION SHALL BE GRO!lPED INTO HYDROZOES APD DESIGNED TO 1ELIVER WATER TO HYDROZONES
BIASED ON ROISTCAD REQUIREMENTS
4, ALL IRRIGATION TO BE INSTALLED WITH CONTROLLERS WITH RAIN SENSING SHUTOFF AND SOIL MDISRUCE
SRTSING DEVICES
5. PLANTS, *ERE POSSIBLE, WILL BE ROOT WATB:ED VIA SOAKER RCS OR XERIS'CAPDNG
6. BHT TOLERANT PLANTS APO LOW WATER USE PLANTS ARE TO BE USED THRZIGHOUT TIE LANDSCAPE
7. HIGH WATER USE PLANTS WILL BE LIMITED
B. TURF AREAS ARE TO BE HELD TO AN ABSOLUTE MIND". LOWER WATER USE TL F SHALL BE USED WHEN
POSSIBLE.
9. A MAINTENANCE SCHEDULE SHALL BE PROVIDED INL(DING.•
A. IRRIGATION WAT69M R[MDFF, EROSION OR IRRIGATION SYSTEM FAILURE
B. MINIMIZING OVERTSPR.AYiNG ONTO HARDSCARE AREAS
C. REPLACEMENT OF DEAD, DYM OR DISEASED VEGETATION
D. ERADICATION OF INVASIVE SPECIES
E. REPAIR IRRIGATION SYSTEM & COUNTS
F. RBLE'NIORING MAALOi
G. SOIL ANN ENT WfN NECESSARY TO SUPPORT AEO MAINTAIN HEALTHY PLANT GROWTH.
H. FERTILIZING, PRUNINQ. WEEDING ANT MAINTAINING HEALTHY PLANT GROWTH
I. MAINTAIN TO AVOID OBSTRWTION OF MOTORISTS VIEWS.
J. IDENTIFY WD IS RESPONSIBLE TO MAINTENANCE
10: RETICULATING WATER SHALL BE USED IN ALL DECORATIVE WATER FEAR ES
11. KLCH WILL DE USEO ON SLOPES LESS THAN 3:1 TO A DEPTH OF 3" TO MINIMIZE EVAPOTRANSPIRATION.
12. SOIL AMENDMENTS WILL BE USED TO CREATE AND MAINTAIN A HEALTHY GROWING ME'DRN FOR ALL PLANT
M,'TE RIAL. SOIL TESTING WILL BE UTIL�7r" TO IDENTIFY ANY SOL DEFICIENCY ANO OFFER AMENDMENT
RECOOEMA TIONS.
13. THE ESTIMATED TOTAL WATER USE SHALL NOT EXCEED THE MAXIMS APPLIED WATER ALLOWAAE MO.
* BIORETENTION 'ENGINEERED SOIL" LAYER SHALL BE MINIMHIA! 1B" DEEP
'SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX
SHALL CONTAIN 50-60% SAP, 20-30% COMPOST OR HARDWOORD MULCH, AND
20-30% TOPSOIL, FREE OF STONES STUMPS ROOTS OR SIMILAR OBJECTS
AND ALSO FREE OF NOXIOUS WEEDS.
m* 3/4" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 12" BUT MAY BE
DEEPENED TO INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE
DETAIL
i
NOT TO SCALE
BUILDING FOOTPRINT
4,602 SF
OVERFLOW PIPE
HARDSCAPE
1 I
0 SF
GRAD COVER PER
0 SF
0 SF
5' MIN 7' MAX
LANDSCAPE PLANS
6
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2" DE 3 1B" GRAVEL
12° OF 314" GRAVEL
s* SEE NOTE BELOW
4' PVC T'EE RP IPE .
* BIORETENTION 'ENGINEERED SOIL" LAYER SHALL BE MINIMHIA! 1B" DEEP
'SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX
SHALL CONTAIN 50-60% SAP, 20-30% COMPOST OR HARDWOORD MULCH, AND
20-30% TOPSOIL, FREE OF STONES STUMPS ROOTS OR SIMILAR OBJECTS
AND ALSO FREE OF NOXIOUS WEEDS.
m* 3/4" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 12" BUT MAY BE
DEEPENED TO INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE
DETAIL
i
NOT TO SCALE
BUILDING FOOTPRINT
4,602 SF
4,160 SF
HARDSCAPE
0 SF
0 SF
DRIVEWAY
0 SF
0 SF
FIFE NDIM
ALL HOMES SHALL BE PROTECTED BY AN AUTOMATIC FIRE SPRINKLER SYSTEM
ALL ROADWAYS SHALL BE A MINIMUM OF 16' IN WIDTH DURING CONSTRUCTION
AND MAINTAINED FREE AND CLEAR INCLUDING THE PARKING OF VEHICLES, IN
ACCORDANCE WITH THE CALIFORNIA FIRE CODE AND THE ENCINITAS FIRE
DEPARTMENT
PRIOR TO THE DELIVERY OF BUILDING CONSTRUCTION MATERIALS TO THE
PROJECT SITE ALL OF THE FOLLOWING CONDITIONS SHALL BE COMPLETED
TO THE SATISFACTION OF THE FIRE DEPARTMENT:
1. ALL WET AND DRY UTILITIES SHALL BE INSTALLED AND APPROVED BY
THE APPROPRIATE INSPECTING DEPARTMENT OR AGENCY.
2. AS A MINIMUM THE FIRST LIFT OF ASPHALT PAVING SHALL BE IN
PLACE TO PROVIDE A PEP MANENT ALL WEATHER_ SURFACE FOR EMERGENCY
VEHICLES.
3. IF APPLICABLE, ALL FIRE HYDRANTS SHALL BE INSTALLED, IN SERVICE,
AND ACCEPTED BY THE FIRE DEPARTMENT AND WATER DISTRICT.
REVISIONS I APPROVED I DATE I REFERENCES
PROPOSED TYPE C -S MASONRY T - moo
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BERG ` CA�A�� III
y � Cair�5' �!P �'t�P FG 262.0
t ( k�Dl�101J THE HEIGHT OF THE BUILDING SHALL
€G -269.8 BE MEASURED FROM THE PRE - EXISTING III I i I 1
.I - -\ CONTOURS PRIOR TO THE PAD AS PER
THE APPROVED PRELIMINARY GRADING
PLAN DOCUMENTED WITH CASE N0. 14 -018 � � II � � � PVG`�
i FG 262.0 FG 262.0 o,y�
<I;
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PROPOSED 2
CAR GARAGE
PAD = 261.5
500 CUBIC YARDS REMEDIAL
100 CUBIC YARDS EXCAVATION (CUT)
0 CUBIC YARDS EMBANKMENT (FILL)
100 CUBIC YARDS EXPORT
ESTIMATE DOES NOT INCLUDE STRIPPINGS UTILITY TRENCH VOLUMES OR ANY
OVEREXCAVATION, IF REQUIRED BY SITE CONDITIONS
CONTRACTOR SHALL SATISFY SELF THAT ESTIMATES ARE CORRECT PRIOR TO
COMMENCEMENT OF WORK.
EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES ONLY.
(CALCULATED ON A THEORETICAL BASIS. ACTUAL QUANTITIES MAY VARY DUE TO
SHRINKAGE OR SNELL FACTORS).
DEPTH & GUANTITY OF REMEDIAL GRADING IS SUBJECT TO FIELD VERIFICATION
BY PROJECT SOILS ENGINEER IN FIELD DURING EXCAVATION
DATE $ENCBW A M
CITY OF ENCINITAS
CONTROL POINT
1002 PER P03 18416
NAVD 88 EL= 313.68
rF 204.7
SAD =262.0 I t
II
i
FG 262.0 Zb1,t
II I E 760 .'10 s l ! I !
1
FG 262,0
t
/ ]262.0 FG 262.0 ,I FG :262.0
T� g� �� I
26g
t 1(, FS 262.6 y II �L MarIFIC4Tr0N ZONE To f
of SATISFACTI T -OF -TH9E j j i
[i =He 1 EPCINITAS FIFE DEPAR7NT, I \
I c THE 'APRiICANTIO II SHALL # I
FG 262.0 II`( 1 II I �% ; t �A�1AND ' EAST OF FIRE/FUEL
RCE7LSL i \
P>:RUlo�s
iRVE12 T4110 i( II /-- __i 11 31, & 4)
Fry 0" f
l II I FGi 262.4 ; "° �_ r' (( i EEXA U�! S�ACE
FG 262.0 ���� j I
y N ( II !4 Z
FG 262.0dl�i1 ` II
FG 262.0
IIoUy X1.7 I / ! I i It 1
I I t I
FG 262.0
71
�r-�� T 1
261.3 FL� FG 262,0
261.7 FS \ A.
FG 262.0
2% NiAL Zmo.D � * * � * � � � 264.f� , �-�� � � (f � j � \ \
�T�uv,� � Ilut! _:L: � � * � � '" i � s 'P- �Nit'�11,1'�F'►1' '�IB �,, vv �� v ��
' IE 140. ® / �• /� III 7 * * MOBIFTE0 WITHOUT A.
L, d FG 262.0 FG 262.0 I ,
* * * * 1 i -T Y EXISTING 50 LE
?, FG 262.0 IE 240•$0 - i OF 5% v
, * 1 PVC DRAIN PIPE
is 7.(010 -
�' EXISTING 5XiQXi' TYPE 0-40, 1
* * ' \ \ \ \ \ RIPRAP ENERGY DISSIPATER
.7 * * # T \ \ _ \" _ \ - WITH NO 22 BACKING ANQ 114" i \
e -
' - • - - - - * ,� - �-�"�_ � � -� -- -� -- - -- _ _
FILTER BLANKET LAYER
FS 260.9
i
FG 259.2 \ \ 3027' \
15 M
Co�xkLI To
i'foPob J S f a1 N 23 3.
( IE zso.�a ��o i�ai,a►a Qas „� 1 } j _
-7
tl�a4ef QR� 0
rl EXISTING 14 LF of 4"
1 PVG DRAIN PIPE AT 5%
'C(o IOU SF) ) V A �, A \ \ \ \. A A I \
INSTALL DECORATIVE
PERVIOUS PAVERS BY 2" BEDDING PER
ORCO AQUAS OR CITY MANUFACTURER S SPECS
APPROVED E(lUIV
O
- 4" - 318" (RAVEL
12" - 314" GRAVEL
NATURAL GRADE
a
PERVIOUS PAVER SECTION UWCADIA WASTMATR DISTRICT
NOT TO SCALE
REVIEWED BY:
LWD D irf�' �'f %h eer
DATE:
_
DESIGNED BY ! DRAWN BY CHECKED BY
BMA - KRK BMA APPROVALS
HORIZONAL 1 " =10' � ®•��'��
BRNN M. A LINO`" DATE
VERTICAL N/A R.C.E. NO. 71651 EXP. 12 -31 -15
No' 71651
Exp. 12/31/15
GRAPHIC SCALE 1 " =10'
6P6JE61"m MINI
0 10 20 30
PLANNING & BURDXNG DEPARTMEN`f PAS CO LARET S U RTE R
REVIEWED BY: & ASSOCIATES
CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
535 North Highway 101, Ste A, Solana Beach, CA 92075
DATE: ��' V } ph 858.2598212 I fz 858.259.4812 1 plsaengineering.com
TY OF ENONM S ENGINEERING DEPARTMENT DRAWING NO.
NS PR ED UNDER THE SUPERVISION OF RECOMMENDED -y'20 APPROVED GRADING PLAN FOR:
DATE: J21011 BY: BY: AA
MASH WHIM -- 1400,41 RAINBOW RIDGE LANE 369-G
� For GLENN PRUI
R.C. E. NO. 71651
BRIAN; M. ARDOLINO EXP. 12 -31 -15 DATE: - DATE: (4
PLANNING CASE NO.' '05-273 TPM /DR /COP & 14 -018 CDP A.P.N. #254- 181 -23 FSHEET OF .
N: \Active Jobs \2075 RAINBOW RIDGE \DRAWING12075 SOUTH PGP.pro 8/29/2014 PLSA 2075
NE" 5HEE�T
FNMA CALa"TION PARCEL 3 PARCEL 4
GROSS LOT AFEA = 64506 SF = 39,869 SF
TOTAL AREA EXEMPT
FROM MAWA CALCULATIGN = 64,301 SF = 39,664 SF
TOTAL LANDSCAPE AREA 42.9xO.62X205 = 5453 ETD 42.9x0.62x205 = $453 ETD
LAN?,Saff EFFICI ZY B1P NDTER
1. WATER IS TO BE DIVERTED FROM HANDSCAPE AND ROOFS INTO STUMATER BMP AREAS.
2. IRRIGATION SHALL BE DESIGlED TO LANDSCAPE IRRIGATION EFFICIENCY NECESSARY TO MEET MAWA
3. ALL IRRIGATION SHALL BE GROPED INTO HYDROZO ES AND DESIGNED TO DELIVER WATER TO HYD OZOES
BIASED ON MOISTURE REQUIR9ENTS
4. ALL IRRIGATION TO BE INSTALLED WITH CONTROLLERS WITH RAIN SENSING 90TOFF AND SOIL MOISTUE
SENSING DEVICES
5. RANTS, WHERE POSSIBLE WILL BE ROOT WATERED VIA SOAKER HOSES OR XETRISCAPING
6. DROUGHT TOLERANT PLANTS AND LOW WATER USE PLANTS AFE TO BE USED ThF0JGhOUT THE LANDSCAPE
7. HIGH WATER USE PLANTS WILL BE LIMITED
8. TUFF AREAS ARE TO BE HELD TO AN ABSOLUTE MINIMA. LOWER WATER USE TUE SHALL BE USED WREN
POSSIBLE.
9. A MAINTENANCE SCfEIXAE SHALL BE PROVIDED INCLUOM.•
A. IRRIGATION WATERM, RAOFF, EROSION OR IRRIGATION SYSTEM FAILURE
B. MINIMIZING OVERSPRAYING ONTO HAFDSCAPE AREAS
C. REPLACEMENT OF DEAD DYING OR DISEASED VEGETATION
D. ERADICATION OF INVASIVE SPECIES
E. REPAIR IRRIGATION SYSTEM 6 CO•PGENTS
F. REPLENISHING M NCH
G. SOIL AMENDMENT WHEN NECESSARY TO SUPPORT AND MAINTAIN WEALTHY PLANT GROWTH.
H. FERTILIZING,, PR4NIOC, WEEDING AND MAINTAINING WEALTHY PLANT GROWTH
I. MAINTAIN TO AVOID OBSTRUCTION OF MOTORISTS VIEWS.
J. IDENTIFY WHO IS FESPONSI&E TO MAINTENANCE
10. FETICT4ATING WATER SHALL BE USED IN ALL DECORATIVE WATER FEATUFES
11. M.LCH WILL BE USED ON SLOPES LESS THAN 3.1 TO A DEPTH OF 3" TO MINIMIZE EVAPOTRANSPIRATION.
12. SOIL AMENDNEWS WILL BE USED TO CREATE AND MAINTAIN A HEALTHY GROWING MEDIUM FOR ALL PLANT
MATERIAL. SOIL TESTING WILL BE UTIL.IIED TO IDENTIFY ANY SOIL DEFICIENCY AND OFFER AMENDMENT
DECO *WATIOMS.
13. THE ESTIMATED TOTAL WATER USE SHALL NOT EXCEED THE MAXIMM APPLIED WATER ALLOWANCE NAWA).
DEEP - ROOTED DROUGHT -
TOLERANT PLANTS FOR
WELL - DRAINED SOILS PER
LANDSCAPE PLANS
OVERFLOW PIPE
GROUAO COVER PER
LANDSCAPE PLANS
DEERED SOIL
OTE BELOW
318" GRAVEL
314" GRAVEL
NOTE BELOW
BIORETENTION "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 18" DEEP
"SANDY LOAM" SOIL MIX WITH N) MORE THAN 5% CLAY CONTENT. THE MIX
SHALL CONTAIN 50-60% SANE, 20 -30% COMPOST OR HAROWOORD M LCHi AND
20 -30% TOPSOIL, FREE OF STONES, STUMPS ROOTS OR SIMILAR OBJECTS
AND ALSO FREE OF NOXIOUS WEEDS.
X* 314" CRUSHED ROCK LAYER SHALL BE A MINI" OF 12" BUT MAY BE
DEEPENED TO INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE
5ETA77
BIORETENTION DETAIN,
NOT TO SCALE
NEW BfIERVZOUS SURFACES
PARCEL
BUILDING FOOTPRINT
4,602 SF
4,160 SF
HARDSCAPE
0 SF
0 SF
DRIVEWAY
0 SF
0 SF
FIFE NOTES:
ALL HOMES SHALL BE PROTECTED BY AN AUTOMATIC FIRE SPRINKLER SYSTEM
ALL ROADWAYS SHALL BE A MINIMUM OF 16' IN WIDTH DURING CONSTRUCTION
AND MAINTAINED FREE AND CLEAR INCLUDING THE PARKING OF VEHICLES, IN
ACCORDANCE WITH THE CALIFORNIA FIRE CODE AND THE ENCINITAS FIRE
DEPARTMENT
r 'r
254
I I "`+�M
T-
U
1 3 + l
EXISTING TY G -2
I WRB AND G ER
I
TO REMA IN iI T1
, I
I I
EXISTING EARTHEN '-
BEM TO REMAINS `
U
I I AFT
Ln
q
I
I I ie 7 FB 26
J fv
FL 26 .9 f
I I
i R fFG 26/0
I
i FL 26L7
L I
i i i i I I
! I � � i I � �♦
i �u
L Fl
PROTECT EXISTING SURVEY
MONUMENT IN -PLACE
EARTFAM DATA:
300 CUBIC YARDS REMEDIAL
BO CUBIC YARDS EXCAVATION (CUT)
0 CUBIC YARDS EMBANKMENT (FILL)
80 CRDIC YARDS EXPORT
* ESTIMATE DOES NOT INCLJOE STRIPPINGS UTILITY TRENCH VOLUMES OR ANY
OVEREXCAVATIO, IF REQUIRED BY SITE CONDITIONS
ONTRACTOR SHALL SATISFY SELF THAT ESTIMATES ARE CORRECT PRIOR TO
COMMENCEMENT OF WORK.
EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES ONLY.
(CALCULATED ON A THEORETICAL BASIS. ACTUAL QUANTITIES MAY VARY DUE TO
SHRINKAGE OR SWELL FACTORS),
DEPTH & QUANTITY OF REMEDIAL GRADING IS SUBJECT TO FIELD VERIFICATION
BY PROJECT SOILS ENGIWEER IN FIELD DURING EXCAVATION
oon as a n jai
LE 1LoA
PROP%ep 131DjzeTeNTtoM 1E
15MIN W rm FflbycroWp O LD(,V
WkLL,+O fop MIN., pEf7 -Wox
015 m4T 1 mwim, V1Ik1L Wy UMIT
OV 610ftTI'NT1%I NVAN, "we "lyT
l4 Nor kvt%kTe
PAOPOSEO 610PETFNT ON BAS.:N
15 rj7 -'i° ��57?uTii,`'t�
Y 4OT r BE OOIF rli at11N0[17
\ rRMI RR k.R ` TY EXISTING 501P OF 4"
F'ti �N '` PVC DRAIN P P# AT 5%
A, C Im#*WW" WCfj7F vkt VI ?38.6 IE 1 A \
- P EXISTING 5 X10 X-1 TYPE 'D -413, 1
RIPRAP EtFE V' DISSIPATER \ 1
\ _ WITH ND BACKING ArG 1' 4'
17, �W +1 W •✓� � = = — — >; EL-f,01 BLANKET LAYER '�
� //••1100 ./C."Y
v.E�STlk- 14 LF OF 4" 1 j
? GOt�N TO \CXIh i \ . \ PV DRAIN PIPE AT D%
6-2 8 AJP RWEYkT W
v� 'lSs bt,A
owN4powT lop
�-
D �Iky1N RF`�;WP�
V it Ll 7
N plF®M
19TOExw
r
MODIFICATION ZONE TOE
SATISFACTION OF THE' d l
NeINITaS FIRE DEPARTMENT,
THE APPLICANT /OWNER SHALL �._ / �' ?
PROVIDE AND INTAIN FIRE/Fl i j ! EXISTING OPEN DACE
MKS. (100 EAST OF PARCELS �� J � j �� � j � / EASEMENT PER
- t DOC,: 007- 474552
FEC. JUL Y 16 :2007
Cb
i -
r
0� J LD
INSTALL DECORATIVE
PERVIOUS PAVERS BY 2" BEDDING PEH
ORCO AQUABRIC OR CITY .MANUFACTURER S SPECS QpvFESSIO�
APPROVED EOU'V �HAEL g9ol�
4 "• 3/8" GAVEL ¢ z z dV
�o �o W m No. 71651 o m
0�' d� ' �° Exp. 12/31/15 a
o�� o0 oL�a� ,12" - 3/4" GRAVEL
ajq C-L M-
AN TURAL OR40E OF CA41F
PER YlOVS PAVER SECTION
NOT TO SCALE GRAPHIC SCALE
,
0 10 20 30
PRIOR TO THE DELIVERY OF BUILDING CONSTRUCTION MATERIALS TO THE
PROJECT SITE ALL OF THE FOLLOWING CONDITIONS SHALL BE COMPLETED
TO THE SATISFACTION OF THE FIFE DEPARTMENT. LEUCADIA WASTEWATER DISTRICT PL�U & BUILDING DEPARTMENT
1. ALL NET AND DRY UTILITIES SHALL BE INSTALLED AND APPROVED BY PASCO LARET SUITER
THE APPROPRIATE INSPECTING DEPARTMENT OR AGENCY.
2. AS A MITNIMUMI THE FIFST LIFT OF ASPHALT PAVING SHALL BE IN REVIEWED BY� _ L ����j p REVIEWED BY: & ASSOCIATES
PLACE TO PROVIDE A FERMANENT ALL WEATHER SURFACE FOR EMERGENCY
VEHICLES. �a/i �.s1Ss�tF �.eeer CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
3. IF APPLICABLE, ALL FIRE HYDRANTS SHALL BE INSTALLED, IN SERVICE, 535 North Hig way 101, Ste A, Solara Beach, CA 92074 °„
AND ACCEPTED BY THE FIRE DEPARTMENT AND WATER DISTRICT. DATE DATE: L
ph 858.259.8212 1 fx 858.259.4812 plsaengineering.com
REVISIONS APPROVED DATE REFERENCES DATE BENCB1LkRK SCALE AS -BUILT uestcNEO sv oaAY1M ev cH €c o sv
�.- SMA RK eMA AM VALS CITY OF ENCDUTAr~S ENGINEERING DEPARTMENT DRAWNG NO.
%114- CITY OF ENCINITAS PANS PR AWED :UNDER THE SUPERVlSIDN' OF RECOMMENDED -JQv PPROVED GRADING PLAN FOR,
b�M1JPrE{E igMV ItEViyloN lA CONTROL POINT
1002 PER RDS SB416 HORIZONAL 1"=10' �.�.�� DATE. 12 651 BY: - o 14 03 l ALNBO 1�1� 1�i1JG LANE 360-G
• B IAN M. ARDOLI DAT �f`� � MASIH MAHER � e.,rGLENN PRUIM
VERTICAL N/A R.C.E. N0. 71651
NAVD B8 EL= 313.68 R.C.E. NO. 71651 EXP. 12 -31 -15 BRIAN M. ARDOLINO EXP, 12 -31 -15 DATE: DATE:
PLANNING CASE N0: 05 -273 TPM /DR /CDP 6 14 -088 CDP A.P.N. #254- 1B1 -24 SHEET
NAActive Jobs \2075 RAINBOW RIDGE\DRAWING \2075 SOUTH PGP.oro 812902014 PLSA 2075
NE�N SHEET
V1