HomeMy WebLinkAboutPUD 14-04A; SPRAGUE LOT SPLIT; Administrative Determination\
\
" \
I
---
--
\ -
-
\
\
' \
' ' I
-1-__ _.___
I.!) co
(\j
i
--/
~-.. -·.
\'
7_.., . . ,. .
/
I
I
/
. ···--· .... ---
I EXISTING~
RU'' DING I ~ L. I
PROPOSED RETAINING
WAll. 2' MAX
EXiSTING
BUILDING
I I ~ i ...___}
'v
i
I
' ' ' I
I
·-----------
' ' I
8,339
8,253SFN£T
1 ~
I
EXISTING
BUILDiNG
\
EXiSTiNG \
\ BUILDING \
\ \ ~\~
\ BUILDiNG
\
\
/
/
/
/
/
/
\
'
/ r
/
\
\..
\
!
/
/
I
I
(
' \
\
I ,
\
I
\
\
/'--
.-'
0 ,,
\
-----------
------------
\
\
\ '
\
~---
/
\ '
\ '
\ ' ' \
\ ' \
/
/
I c
L _____ _ ; I / I J~ J J / I
/
/
I
/
I
F
\ EL CAMINO REAL
'
' I
1 o• ,PVC WATER MAIN
PER1 DRA\!4NG D-758-6
/
/
I
;
REDUCING
-
I
I
i
---------~
--E)(ISllNG 1.5:1 st.~ ----------------
---
I I I ;' .r I /
---r~ ' ' -------0 / I /
--~-_,./ I / I
---/]•/ I / ~ Dm:H~ _'Y .' .
PER DWG. 400-6 ---/ I I ~--~---___l/ / / ---0' / ___________ / / /
,__ /
/
~
\';
--~ ~
/
/ ~ /
--/
~~
~
L-----......._
~~----·-~,:~~~~~~·~~~·~wm~·,;=-=-=-~~----··--wtt--\~~·~:~~~::·_!_~~mr.v-~ ~~-mw-·N I. ' \ PER CITY PRO.ECT NO.
\ !' \
STORM DRAIN PER
l PRO.E:T NO. 3957 jDWG. 460-6
\ \
__ ,_
-=-----=-----------=-'
_ ~ r-C£N1ERLINE OF~ t8oo-1
; -__1 --- -!0 -'-''----
~ ~
---~---
~ ~ C\,'!
\
GAS liAlN PER DWG.
D-7584
' ·.
DRAIN PER CITY
PROJECT NO. 3957 jDWG. 460-6
\
/
.-------------------v //
2:1
FACE OF
CURB
----~
--/ BACKOFCURB----___ -;240-__ ~-.--
II v
II
I
BIOFILTRATION BASIN DETAIL
SCALE: 1" = 10'
I
1 TYPE F CATCH BASIN PER.OWG # 460-6
2 PROPOSED CONCRETE DITCH
4 PROPOSED BIOFILTRATION DETENTION 'BASINS
5 PROPOSED4" PERFORA"fED.PVC PIPE
30" 15' 0 30" I ~ I
SCALE: 1'"=30'
7 ROPOSED 10" PVC PIPE
8 PROPOSED 10" PVC STAND PIPE/CATCH BASIN
9 mON CURB AND GUTTER INTO A BROW DITCH
10 DECORATIVE PAVING (20' MINIMUM)
PREPARED BY:
CITY OF CARLSBAD
Administrative Permit
CaseNo. "FVi) 14-0rft)/r'JS tl.z·OZ-
'
Exihit No. 'V -l7 Date I $ lJ I'A"""'' I t
... ,.. 10/lt/IG
LAWRENCE W. WALSH RCE 46316
~~Walsh Engineering & Surveying, Inc.
•• 607 Aldwych Road, El Cajon, CA 92020
(619)~47 {619)792-1232Fax
DA1E
C>TV c::<-~ Ci->..R.LSBAD
:\::r·.;c~ c.1 s:oN
46316
--··----. ----
TENTATIVE PARCEL MAP NO. PUD 14-04(A)/MS 16-02
LEGAL DESCRIPTION:
A PORTION OF LOT • ,j OF 1H£ RANCHO AGUA HEDIONDA, !N 1H£ CITY OF CARI.SBAD, COUNTY OF SAN DIEGO,
STA1E OF CAUFORNIA, ACCORDING TO MAP THEREOF NO. 823, PER PRELIMINARY REPORT PREPARED BY FIRST
AMERiCAN Till£ COMPANY AS ORDER NO. 1264110-22, DA1ED MAY 1, 2001.
OWNER'S CERTIFICATE
I HEREBY CERTIFY THAT I AM THE RECORD OWNER OF THE PROPERTY SHOWN ON THE TENTATIVE PARCEL MAP
AND THAT SAID MAP SHOWS AlL MY CONTIGUOUS OWNERSHIP IN WHICH I HAVE ANY DEED OR TRUST !N1EREST.
I UNDERSTAND TriA T MY PROPERTY IS CONSIDERED CONTIGUOUS EVEN IF IT IS SEPARATED BY ROADS, STREETS.
UTIUTY EASEMENTS, OR RAilROAD RIGHTS-OF-WAY.
NOTES
1. TAX ASSESSOR'S PARCEL NUMBER: 167-230-24 & 25
2. SI1E ACREAGE: GROSS ACREAGE: 2.28 ACRES
3. EXISTING ZONE: P-C PLANNED COMMUNITY
4. <;ENERAL PLAN: R-4
5. NUMBER OF PARCELS: 4 RESIDENTIAL LOTS
6. LOT SIZE: 6,589 SF NET TO 47,505 SF NET
7. SETBACKS FOR A 21.42' BUILDING PLA1E HEJGHT:
FRONT: 20'
SIDE: "6' TO 1o' (10% OF LOT WIDTH)
REAR: 12' TO 20' (TWiCE SIDE YARD SETBACK)
8. PROPOSED DENSITY: 1.73 DWEWNG UNilS PER ACRE
9. AVERAGE DAlLY "TRAFFiC: EXISTING: 0
PROPOSED: 10 ADT X 4= 40 ADT
INCREASE: 40 ADT
10. SEWER: CITY OF CARLSBAD WASTEWATER DIVISION
11. WATER: CARLSBAD MUNICIPAL WATER DISTRICT
12. SCHOOL D!STRICT(S): CARLSBAD UN!AED SCHOOL DISTRICT
13. GAS AND ElECTRIC: SA.N DIEGO GAS & ElECTRIC COMPANY
BY: :r&t #SPrJE:Lt TRUSTEE~
TRUSTEE OF iHE JACK H. SPRAGUE TRUST
8480 LA MESA BLVD.
LA MESA CA, 91942
(619) 733--1375
VICINITY MAP
14. SOURCE OF TOPOC-RAPHY: TOPOGRAPHY PROVIDED BY PHOTOGEOOET!C. INC. NO SCALE
THOMASBROSMAPPG.1106
DATE FLOWN: JANUARY 12. 2016
15. EARTHWORK:
CUT: 1,500 CY YOS
Fll.1:1,500 CY YDS
IMPORT/EXPORT: 0.00 *
*THE EARTHWORK QUANTITIES DO NOT ACCOUNT FOR THE REMOVAL OF THE UNSUITABLE END DUMPED SPOIL
MATERIALS FOUND ON iHE SI1E OR ITS IMPORTED REPLACEMENT. THE EXACT QUANTITY OF MAlERIALS TO BE
REMOVED AND REPLACED DUE TO UNSUITABIUTY OR FOR BULKING OR SHRINKAGE 'MlL BE DETERMINED DURING
THE GRADING OPERATION.
DAlE
16. AN AUTOMATIC ARE SPRINKLER SYS1EM IS REQUIRED IN EACH HOME. TO INSURE ADEQUATE WATER FLOW A ONE
INCH (1") OR GRATER WATER SERVICE SHALL BE PROVIDED. SPRINKLER PLANS SHALL BE SUBMIT1ED TO THE FIRE
DEPARTMENT FOR REVIEW AND APPROVAL
17. FIRE LANES AND THE RECORDATION OF ACCESS RESTRICTIONS SHALL BE 1HE RESPONSIBIUTY OF THE DEVELOPER.
18. AlL 1ECHNICAL S1UDIES ARE CONSIDERED PRELIMINARY DURING DISCRETIONARY REVIEW AND ARE SUBJECT TO
ADDITIONAL REVIEW AND MDDIFICA TION DURING FINAL DESIGN.
19. AlL SLOPE LANDSCAPING SHAlL BE COMMONLY OWNED AND MAINTAINED BY THE HOMEOWNER'S ASSOCIATION.
20. PRIVA1E DRIVE AISLE SHAlL BE COMMONLY OWNED AND MAINTAINED BY HOMEOWNER'S ASSOCIATION. DRIVE AISLE
'MlL 'MTHSTAND 1HE LOADS IMPOSED BY EMERGENCY EQUIPMENT ARE EQU!P'r.IENT TO TriE SATISFACTION OF THE
FIRE MARSHALL
I
EASEMENT
DOCIJ561390
REC. 711112013
EASEMEIIT
DOC. 0561388
REC. 711112013
EASEMENI-.._
DOC.145848
REC. 917/1966
4'
PROPOSED CURB
AND SIDEWALK --
25' PRIVA1E EASEMENT
20'
GEOGRIO
REINFORCED SLOPE
GEOGRID
REJNFORCED SLOPE
<· .
1/--"'<:--/7"/
.... ~~··"L._ __ /.....,... ARE___.-'?!
/"''----/-,/ HYDRANT 6,
/ UNE
W'LY
R/W
1o'
/
R/W=VARIES
44' 9' 9'
PROPOSED
DRIVE AISLE
TYPICAL SECTION ,. = 10'
R/W VARIES (63' MIN)
E'LY
R/W
44' 1 10'
7 RAISED r <!>\ ~ MEDIAN 2% TO 3.2%
, ..
0% TO 2.9%
~\)-
L
I I
lEXISTING AC PAVEMENT BID-RETENTION BASIN
CURB & GUT1ER
EL CAMINO REAL (PUBUC ROAD)
/
2/
I
TYPICAL SECTION PER CITY PROJECT NO. 3957
NO SCALE
4
3
<:,P).
TEMP.
EASEMENT
DOC. 0561389
REC. 7/11/2013
WILL EXPIRE
AFTER
ELCAMINO
1 \'-.~ <~LiL;_i::i ::::/.:/:.;.···~·:·.~.i~::~'-----~=:~~ ~1;0.~~~"-.. : ....... : .... --.~:-:...~:...'-'-"".;-~ : . . EASEMENT ...._.," '' : -.T:~~-~-~::·~~~·i.~ ... ·.:_.-_ ......... _ ...... ~+:-1~~:~\·... DOC~ 0561387
REC. 711112013
EL CAMINO REAL
EXISTING SLOPE MAINTENANCE AND DRAINAGE EASEMENTS
THESE EASEMENTS WILL BECOME UNNECESSARY UPON COMPLETION OF THE CITYS EL CAMINO REAL
ROAD WIDENING PROJECT NO. 3957 ANDWILLAUTOMATICL Y EXPIRE OR WILL BE QUIT CLAIMED.
I
L:\PROJEClS 30\13800 a CAMJNO REAL\PRO!JUCTION D!?.AWINGS\1380G-ENGINEER!NG BASE.DWG October 14, 2016-3:07pm
SLOPE REVEGETATION NOTES:
51-0PES bd OR 5il±F'ER REQUJ!'<.ING EROSION CONTI'WL. MEASURE5 A5
5PEC!FIED IN THE LAND5CAPE MANUAL 5HALL SE TREATED 1"!!11-1 ONE OR
MORE OF TME FOL-Lv'"'l"l!NG PLANTING STANDARDS·
A STANDARD I-COVER CROP AND EROSION CONTROL MATTING,
COVER CROP 5HALL BE A 5EED MIX TfPlCALL Y MADE UP OF QUICK
GERMINATING AND FAST COVERING~. CLOVERS, AND/OR )II{ILD
FLOYiERS. 5USMIT THE SPECIFIC 5EED MIX FOR CiTY />FPROVAL PRiOR
TO APPLICATION. 'THE COVER CROP 5HALL BE APPLIED AT A RATE
AND MANNER 5UFFICIENT TO PROVIDE '10% COVERAGE )II{ITHIN THIRTY
(SO) DAYS. TYPE OF .REINFORCED STRAI"! MATTING 5HALL BE A5
APPROVED BY THE CITY AND STAI<ED TO THE SLOPE :AS RECOMMENDED
BY THE MANUFACT1.1RER REINFORCED STRAI"! MATTING 5HALL BE
REQUIRED i'iHEN Pl-ANTING oc;c;uR5 BEMEEN AUGUST IS AND APRIL IS.
THE COVER CROP AND/OR REINFORCED STRAI"' MAT 5HALL BE U5ED
THE REI"'AlNDER OF THE Y"'-AR
B. STAI$?ARD #2 -GgQ1)ND COVER
ONE HUNDRED (100%) PERCENT OF THE AREA SHALL ElE PLANTED )II{ITH A
GROI.o'ND COVER K!•IOffi TO HAVE EXO"'--<-LENT SOIL BINDING
CHARACTERISTIC (PLANTED FROM A MINIMUM SIZE OF FLATTED
MATERIAL AND 5PAGED TO PROVIDE FULL COVERAGE )II{!THIN ONE
YEAR).
C. STANDARD #S -LO)II{ SHRUBS
LOY'! SPREAPING> 1"!00!7!' SHRI.!B5 (P'...ANlED FROM A M!Nil'-".JM OF 2...0/4
INCH LINER5) SPALL COVE!'<. A MINIMUM OF 5E'..'ENTY (10%) PERCENT OF
THE SLOPE FACE (AT MATI.Jl'<E SIZE).
D. STANDARD #4 -TREES AND/OR LARGE SHRI.!B5
TREES AND/OR LARGE SHRUEl5 5HALL BE (PLANTED FROM A MINIMUM OF
I GALLON COl><'TA!NERS) AT A MINlMlJM RATE OF ONE (!) PER Tl"''I
HUNDRED ('200) SQUARE FEET.
Sl-OPES -6.! OR STEEPER AND,
A S' OR LESS IN VERTICAL HEIG-HT AND A'<E AD..JAGENT TO FUSLIC
)II{ALKS OR STREETS REQUIRE AT MINIMUM 5TA"iDARD #f.
6. S' TO if>' IN VERTICAL HEIG-HT REQUIRE STAI><"DARDS #f (EROSiON
CONTROL MATTING 5HALL BE INSTALLED IN LIEU OF COVER CROP),
#2 AND #S.
C, IN EXCESS OF if>' IN VERTICAL HEIGHT REQUIRE STANDARDS
('l::ROS!ON CON'TROL MATTING 5HALL BE INSTALLED !N LIEU OF
COVER CROP), #2, #S, AND 114.
AREAS G>RADED F....ATTER. THANe,,; REQUIRE STANDARD #I (COVER CROP)
)II{ITH TEMPORARY IRRIG-ATION J-"i!-IEN THI:;-y HAVE ONE OR MORE OF TME
FOLLO)II{!NG CONDITlONS,
A Si iEL 1 GRADED PADS NOT SCHEDULED FOR IMPROVEMENTS )II{!TrliN b
MONTMS OF COMPLETION OF ROUGH 6RAD!NG. (iMPROVEMENTS ARE
sc.HEDlJLED TO OGGUR )II{!TH!N 6 MONTHS OF GRADING)
B. A POTENTIAL EROSION PROBL<o""M AS DETERMINED 6Y THE CITY.
C. !DENT!F!ED BY THE CITY AS HIGHLY VlS!ElLE A'<EAS TO THE A..'SLiG
OR HAVE 5PEG!AL COND!TIONS THAT )~~{ARRANT IMMEDIATE
TREATMENT.
WATER CONSERVATON NOTES:
L ALL U~.~~I6ATiON :SHALL fNC.LUOE zr=-.cnvE AND EFF!C..iENT i'iA. T.ER
METHODSl..'TILIZ!N6 HUNTER MP ROTATORS LOJIII-FLOI"! JRR!G>ATION
HEADS, AND TREE 6lJBBLERS ON A SEPARATE G.!RG!JIT FOR THE
PLATANUS Slkl±l TREES.
2. ALL IRRl6ATION CONTROLLERS 5HALL 1-'.AVE AlJTOMATIC RAIN SHUT-oFF
SENSORS.
S. ALL PLANT MATERIAL lJT!L!ZED 15 CLASSIFIED AS '1....0)11{ OR MODERATE
)II{ATER USE' BY i"'JC..LS ()II{ATER USE CLASSIFICATION OF LANDSCAPE
5iT"!£!E5)-
4. 100% OF THE LANDSCAPED AREA IS PLANTING ZONE 9, NATIJRALIZED/
TRANSITIONAL.
5. ALL PLA.N.TlNG AREAS SHALL RECEIVE RE6ULAR MAINTENANCE AND
MANAGEMENT DESI6NED TO MAXIMIZE HEALTHY GRO)II{TH_
b. ALL A..A>mNG .JI,REAS SHALL RECEiVE COMPLETE AND APPROFRIATE
SOIL PREPARATION.
i. LO)II{ VOLUME OR 5UBSURFAGE IRRIGATION SHALL BE USED TO IRRIG>ATE
ANY VEGETATION )II{!THIN Tl"!ENTY FOUR INCHES OF ANY IMPERMIEABLE
SURFACE.
I AM FAMILIAR )II{ITH THE REQUIREJ'o1El\'TS FOR LANDSCAPE A"l!/ IRRl6AT!ON
PLANS CONTAINED IN THE CITY OF CARLSBAD'S )II{ATER. EFFICIENT
LANDSCAPE REOOLATIONS. I UNDERSTAND THAT CONSTRUCTION DRAJI'IlN65
ARE TO SE PREPARED IN COMJ"',_IANGE )II{!TH THOSE REG!JLAT!ONS AND THE
LA'lDSCA"'E MANUAL I CERTIFY THAT THE PLANS )II{!LL BE PREPARED
IMP!.EMENT!NG THOSE REG-ULATIONS TO PROVIDE EFFICIENT USE OF )II{ATER
MAWA Calcula!lon (Residential}:
47 X 0.62 X
29.14 X
[(0.55 x45,771)
25,174
+
+
I\IIAXIMUM JIPPUED WATEl'tAI.LOWANCE = 733,572
I HYDROZONE !NFORfMTION TABLE
l l Plant
Type/
Hydrozone Zooe or !Irrigation Fact~
Controller# • Valve Method** • (PF}
A 1-LW R 0.30
A 2-MW R 0.50
A 3-MN B 0.50
Total
O'=i/15/16
DA"TE
(0.55x0)]
0 = 733,'572
GALLONS PFR YEAR
Hydro-% ofTotal zone Landscaped Mea Area
(Sq. Ft)
43.398 94.8%
1,653 3.6%
720 1.6%
45,771 100"A>
PLANTING LEGEND
SYMBOL 60TANICAL NAME W!JCOLS
0
SiRfrl fREE -241f MX:. APFROXJMA'TB...Y 301 04-
EL CAMINO REAL -
6R!56ANE BOX
'PR1VAtt: ROAD-
Pll'«JS CANA.'<.!ENSIS CANARY ISLAND PINE:
5' QFE PLANTJl 'IT 1 6A!.-tM!N. I PE8 2QQ SF),
I ReS 15' D.C. -
EUGAL YPl1J5 51DEROXY'L-ON
~~ AREl!JTIFOLIA
RliUS LANGEA
!...ARSE S!IRIJ65 &' o.c.-
RHUS OV ATA
RED IRON 6ARK
TOY ON
AFRICAN SUMAC
Sl F' -tM!N, TO GayER "TQS!i Qf 5' QFE FAG!; 1"QR
CISiUS F'iJRPUREA
LA,h'T A.'IA MONTEVIDENS!S
SAL VIA LEUCANTHA
~
LANTAN-A.
M"'-XIC.AN SAGE
5' OFF AND PARKWAY SI'W!~-R.A!S o 12• o.c
M
L
L
L
L
L
L
L
~ f<OSMARil'«JS 0. 'PROSTRAiUS' TRAILING ROSI='""MARY
SENEGIO MANORALISCAE 6LUE CHALl< ST!CiKS
L
L
E:X!Slli'~G
9U1LD!i\iG
---~~ -
' ~' '-., -xrSTiNG /
I I
r-....._ ,,/'
! ' i
\
' \
'-.. J
\
' '
.r
'
i
~
C.ALIFORNIA Sl<AY RUSH L
C.Af<EX ~ILlS
BASlNSIDE 5LOi"E5 -! SAL® 24" O.C.
..!JNO.JS PA-reNS CALIFORNIA eRAY RUSH L
i_to-yMUS C.. 'G.AN'YON FR!NCE'
MUHL.EN6ER61A R!SENS
61Al><'T ;;t't'E GRASS L
~eRASS L
i
--
I ' 't:)
PA.t:{CEL2
~~D290
11,558 SF GROSS
E;SfJt SF l•IET
PARCEL 1
PAD29(J
20388 SF GROSS
'f 9s481 SF NET
I
--~---
-
PA.RCEL2
PAD29/J
'f1,55BSFGRQSS
S,M'! SF NET
PARCEL 1
PAD 29/J ' I
I
I .
' '
-I
EL CAM!!I!O REAL
EL CAMINO REAL
IE----·--------· I ETWU CalCulations:
Evapotranspiration Rate
(Eto)*
Conversion Factor
(Step 1 X Step 2)
Plant Factor {PF}-(from
WUCOLS)(0.1 to 0.8)
/'rea of Hydrazone (sq. j
ft) (HA}
(Step 4 X Step 5)
(Step 6/ Step 7)
(T olal All Step 8 + Total
SLA sq. ft in Step 5)
(Step3 X Step 9) I
Estimated Total Water I
Use in gallons per year I
(ETWU)-Total shall not
exceed I'I/III.WA !
Process
Step No.
(Below)
1
2
3
4
5
6
7
8
9
10
Hydrazone Number
1 l
2 I
0.3 0.5
43,398 1,653 1
13,019 827
0.80 0.80
16,274 1 1,033
4 5 I I 3
47
0.62
29.14
0.5 !
720
360
0.75 •
480 I
17,787
51&,324
I
I
SLA I
I
€
LANDSCAPE NOTES:
PERCENTAGE OF TOTAL SITE us.-= FOR LANDSCAPING, 4S%
SLOPE PLANTING NOTES,
STF<.A)II{ MATTING 5HALL BE REGUJR.ED !"!HEN PLANTING
OGGUR5 ElETJIIIEEN Al.i6U5T 15 AND APRIL 15
LANDSCAPE MAINTENANCE NOTE,
ALL LANDSCAPED AREAS 5HOffi SHALL BE MAII'.'TA!NED
BY THE HOA
LANDSCAPE IRRi6ATIOl'l NQTES,
L ALL PLANTING AREA 5HALL HAVE AT LEAST A 2%
POSITIVE 5>RADE CHANGE TO ALLO)II{ FOR DRAINAGE
A)II{AY FROM STRUGTI.Jl'<ES.
2. LO)II{ VOLUME OR 9U65l!RFAGE iRRi6ATION SHALL BE
lJ5ED TO iRRI6A1E VE6ETATiON )II{ITHIN 24" OF
IMPERMEA6LE SURFACES.
9. A SEPARATE DEDICATED )II{ATER SERVICE ~d<. FOR
LANDSGA1"1NG SHALL BE PROVIDED.
4. SUElSURFACE IRR16ATION SHALL BE U5ED FOR ALL
A..ANT!NG AREAS LESS THAN 10' )II{!DE.
SIREEI TREES SHALL BE LOCATED MINIMUM OF•
-9' OUTSIDE OF FU6L!C ROJI'I.
-5' FROM PAVING
-T FROM~ LINES
-otiTS!DE OF SIREEI CORNER SIGHT LINES
-------------------
~~--------
/ 1 PARCEL4
I PAD239
I 1.33 AC GROSS
-----
\
\
-------
\~
I -t.11ACNE7 ---------.::: ~ ~ ~ .:-:+it!l~ #
I L---------
~ ~~~
(40
i .
I . '
RECYCLED WATER AREA USE MAP
ALL AREAS SHOWN ARE DESIGNED TOBE
IRRIGATED WITH FUTURE RECYClED
WATER.
\
\ \
j
!
' '
·,
! \
. '
r---------------------------1
I r-------PARCEL 4
t r I
I
I
PAD289
1.33 AC GROSS
1.11ACNET
I ~
1 ------L--------~---
RECYCLED )II{AJER,
RECYCLED )II{ATER IS PROPOSED TO BE PROVIDED IN THE
PJTURE. ALL HOA 1-'A!NTAINED !RRl6ATlON 5HALL SE
DE516NED AND INSTALLED TO MEET CARLS6AD MlJNIC.IPAL
)II{ATER DISTRICT REQUIREMENTS FOR RECYCLED )II{ATER.
EXlSTING TREES,
THERE ARE NO EXISTING TREES ON SITE TO REMAIN OR BE
REI-"'.OVED.
~~~ --------
AT MA TIJRITY
\
'y
' ' \
\
\
. I
!
FlJEL MODIFICATION
THERE ARE NO FUEL 1-'.0DIFICA T!ON ZONES IDENTIFIED FOR
THE SITE.
\ \ c ~ ''\\ LA.G...... D \"{ ,,~
\ \ 0 0 \ l..x,li' • 0
i )
' '
0 20'
l I
\ i
',,',
40'
I
ALL OTHER
LANDSCAPED
AREAS
.,-H'fDI'<.01WhlE #2 -
1310-FILTRATION
BASINS
(TYP. SYM)
120'
I
Scale 1" = 40'
li' ;'
I !
'.;
'•
'. I v
I
I
lRRl6ATED, UN-!..INE;D
B!O-RETENT!ON BASINS
FOR TREATMENT AND
f'LO)II{ CONTROL, FER
EIMP SECTION C
...-<(;;AL TRANS LiNE
OF SIGHT
0 15' 30'!i------•90'
l I I
GENERAL NOTES,
!. REINFORCED STRAV'! MA TTINI& (SG!SO MANUFACTI.Jl'<EP BY
NORTH AMERICAN GI<:LJ:N OR EGUAL) SHALL BE
INSTALLED ON ALL SLOFE5 FOR EROSION COt•rrROL.
2. ALL STREET TREES 5HALL !-'AVE !RRI6ATION AND ROOT
BARRIERS )II{HEN LOCATED )II{!THlN 5' OF A Cl!R6.
\ "'?:-'--
\ 0· \ \~ 0 % SITE North
13. LAND5CAPE CON5TR.UCTION ~NG5 5HALL 5E
PREPARED TO MEET THE REG!J~""'1ENTS OF A6 IOOL
ViCINITY MAP
NO SCALt:.
THOiviAS BROS MAP PG.
I
w
_j
1-
1-
1-w w :::r::
(/)
w
~ z
1-
0 w -,
0
0:: ll..
<lO
0 -
" -~
(.)
0
0
"' "'
c ro -0.. _.
0..
(])
(.) c
0
c ro
0..
c
0 ...... ro > ,_
...
"
" 0
,::
0
0~ (]) en CD
0.. ro
(.)
C/}
"0 c ro .J
ro
(!)
0:::
0 c:
E ro
0
w
c
0
0 ,_
(]) ...... ro s
c<C cO
"' :~ ~ -o ..0 .D!fl
::0 ~
(/) "' (.)
0'1/tS/!6
.JH/LKLIZM
!3045.0!
REVISIONS,
2ND REVIEW 4/27/15
b/B/15
4TH REVIEW S/51/lb
STH REVIEW o<!/15/!6
1
C l W"1"?r"' I ,.,;= I
------------