HomeMy WebLinkAboutHDP 02-03; STEPHENS DUPLEX; Site PlanI·
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GENERAL PROJECT INFORMATION;
APPi ICANT:
KEVIN STEPHENS
1500 WEST 11TH AVE. SUITE 24
ESCONDIDO, CA 92029
PHONE: 760-740-0885
SEWER SERVICE• LEUCADIA DISTRICT
WATER SERVICE• OLIVENHAIN DISTRICT
I.A coSiA Avt
LEVANTE ST.
PROJECT
LOCATION
NUEVA CASTILLA WAY ~~
os"" V" c;
SCHOOL SERVICE• ENCINITAS SCHOOL DISTRICT
CABLE SERVICE• COX CABLE
14" EUC. TREE
SITE ACREAGE• 13,842 SO. FT. (0.318 ACRES)
EXISTING ZONE/ LANDUSE • R2 / RM
PROPOSED LANDUSE • LIVING UNITS -1 (DUPLEX)
TOTAL BUILDING COVERAGE • 4,079 SO. FT. (0. 094 ACRES)
BUILDING sa. FOOTAGE• 5,554 sa. FT.
¾LANDSCAPING• APPROX. 15¾
f PARKING SPACES REQUIRED/ PROVIDED• B TOTAL PROVIDED
PROPOSED DENSITY• 6 UNITS PER ACRE
AREA OF SITE WHICH IS UNDEVELOPABLE • 5,251 SO. FT.
ADT • 20
SEWER EDU • 2
WATER DEMAND • 220/EDU X 2 EDU • 440 CPD.
LEGEND:
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190
x----
•" .. ·.~ .. ~ ., .... , " ... : • • . ' . . . ' ,, . ,, . ~ ...
-----El-----
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PROPERTY BOUNDARY
EXISTING TOPOGRAPHY LINE
EXISTING FENCE
PROPOSED DRIVEWAY
EXISTING WATER LATERAL/ METER
PROPOSED WATER LATERAL
EXISTING SEWER LATERAL
PROPOSED SEWER LATERAL
VICINITY MAP
NO SCALE
MODIFlEO D-40 RIP RAP
ENERGY DISSIPATOR
SEE DETAIL 'A' BELOW.
FOR DRAINAGE TO NORTH
& SOUTH OF BUILDING.
!~ PROPERTY LINE
I
EXISTING B" SLUMP
STONE WALL AND
CONG. PATIO
-~P-2"
----..;~-f-__j 1 '-6"
TEMPORARY CUTBACK ---
CONSTRUCTION SLOPE
SECTION A-A
e• BLOCK WALL
EXISTING GRADE
PROPOSED GRADE
LARGE MYflO BUSH
NO SCALE
SDCRS DWG C-2 WALL IS TO BE CONSTRUCTED
UNDER THE SUPERVISION OF A QUALIFIED SOILS
ENGINEER. WORK TO BE DONE IN SHORT SECTIONS
TO PREVENT DISTURBING ADJACENT IMPROVEMENTS
EXISTING 4" SEWER LATERAL TO BE RELOCATED AS SHOWN -c==-----'-....S..S-f"'i
GRADING NOTE:
TOTAL GRADING OUTSIDE OF BUILDING
ENVELOPE IS APPROXIMATELY 47 CY.
BENCH MARK;
DESCRIPTION: T.O.C. STA 7+26.34 PCR ON NORTH SIDE OF
LOCATION: SACADA CIRCLE AS SHOWN ON IlfROVEMENT
RECORDED:
ELEVATION:
PLAN, SHEET 14 OF 37
COUNTY OF SAN DIEGO TM 2694-1
233, 79 MSL, DATUM: use 8. GS
RICK HILL ENGINEERING, INC. DRAWN BY: DMC
703 PALOMAR AIRPORT ROAD, SUITE 300
CARLSBAD, CA 92009 (760) 431-2746
DATE: 12-31-01
DWG. NO. 11-01
CS1\ \FS\RHIU. \11-01\GRADING-SACATA.DWG 10-16-02 13:43:17
APPROVED BY: -
PROJECT NO. -
DWG.
EXISTING 6" X 6" TELE PED.
EXISTING BRICK MAIL BOX
EXISTING WATER MAIN
REVISIONS:
co 211. 4 1
I
EXIST SMH
215.58 Mt);s ~
-----------------tx2+14""·"'9+1-tR<1::EC) ~~ -
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--I s--T 217.00 IE __.,,. MIN 216.15 IE
LAT 216.80 IE
MAIN 216.1 IE
LAT 217.10 IE
MAI 216.10 IE
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·-· r➔DP 02-03
SITE
CONCEPTUAL
PLAN
GRADING PLAN
MODIF'IED 0-40 RIP RAP
ENERGY DISSIPATOR.
SEE DETAIL 'A' BELOW.
F'OR DRAINAGE TO NORTH
& SOUTH OF BUILDING.
END 6' HIGH WOOD FENCE
1 O'
1.50'
5'
5'
INSTALL BROOKS-TYPE
BOX W/ OPEN BOTTOM
SECTION
~ 6" PVC STORM DRAIN
1-----f--2.5'
TOP VIEW
i---ir-1 .o·
END VIEW
INSTALL BROOKS-TYPE
BOX W/ OPEN BOTTOM
USE F'ACING GRADE MATERIAL
1 /2 DIA. MIN.
ENERGY DISSIPATOR DETAIL 'A'
x--
_,,,---SLOPE SIDEWALK TO MATCH EXISTING GRADE
EXISTING SIDEWALK, TYPICAL
ROW R • 278' _..,.._, ____ ---------. -----4.5• .• _ ,---.
PROJECT:
KEVIN STEPHENS
LOT 154 MAP 6117
SACADA CIRCLE
EXISTING WATER MAIN
PER DWG. H5!l-10
SITE ADDRESS
2416 A&B SACADA CIRCLE
A.P.N. 216-190-48
NO SCALE
GRADING NOTE:
TOTAL GRADING OUTSIDE OF BUILDING
ENVELOPE IS APPROXIMATELY 47 C.Y.
STORM WATER RUNOF'F Q
RAINFALL INTENSITY • 4.5~
RUNOFF COEFFICIENT -0.70
AREA OF BASIN TO NORTH STORM DRAIN
AND AREA OF BASIN TO SOUTH STORM DRAIN
IS 0.10 ACRE EACH INCLUDING ROOF WATER.
0100 -(0.70)(4.89)(0.10) = 0.34 cfs
DRAINAGE NOTE:
ROOF DRAINS AND WALL DRAINS MUST
BE CONNECTED TO 6" PVC STORM DRAIN.
SHT. NAME CONCEPTUAL GRADING AND DRAINAGE PLAN FOR:
LOT 154
IN LA COSTA SOUTH UNIT NO. 1, MAP NO. 6117
SHT. NO.
G-1
I I ' ' SITE PLAN r---------------------......;----------------•-------------------------------------------=:-:=:'.""":"'-:--::-::::-".".~::'.'.'."':"'_;,; __ .;..._..;.;_~...;;;;;;:.;;....~;:__-------------
CO'NCE PTUAL GRADING PLAN
GRADiNG NOTE:
TOTAL GRADING OUTSIDE OF BUILDING
ENVELOPE IS APPROXIMATELY ¥.Z.. CY.
BENCH MARK;
DESCR'IPllON: T.O.C. STA 7+26.34 PCR ON NORTH SIDE OF
LOCATION: SACADA CIRCLE AS SHO\'h-l ON IMPROVEMENT
, PLAN, SHE_ET 14 OF 37
RECORDED: COUNTY OF SAN DIEGO TM 2694-1
ELEVATION: 233,79 MSL
DATUM; use & GS
RICK Hill ENGINEERING, INC.
703 PALOMAR AIRPORT ROAD, SUITE 300
CARLSBAD, CA 92009 (760) 431-2746
DRAWN BY: DMC
DATE: 7-13-01
fJWG, NO. 11-01
14" e:uc. TREE
12" ELIC. TREE
LARGE MYRO BUSH
w I'-/J l.A#I?
_!$vf'l'I'(_ f£ SS /OI'>"
MODIFIED o-,rn RIP RAP
ENERGY DISSIPATOR, USE
GROUTED ROCK RIP RAP.
SEE DETAIL 'A' BELOW.
FOR DRAINAGE TO NORTH
& SOUTH OF BUILDING.
-fLli!r'T'/2/J 9'-I l{}f 1611 TEP
SLUMP STONE WALL
(VARIED HtlGHT)
\\
\\
\\
\\
II
w/ l{/tP ,11,P/lt.1£
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,
L-----
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SLOF'E SIDEWALK TO I.IATCH EXISTING GRADE I,,. II
6" X
APPROV!:!_l,_;:;BY;.;.:_-_______ _
PROJECT NO. -
I II
1'< \\
WATER SEl'!VICE --4"-----+-~:---'---,
WATER METER ----\-------,4,-+----
4" SEWER LATERAL ------1------,"-----'\--l---s
ELECTRIC BOX
BRICK MAIL BOX --
"'·
+ w
~ ~
11 I
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_\
,, II
I II
SUPPRESS/ON PLAN
MODIFIED D-40 RIP RAP
ENERGY DISSIPATOR, USE
GROUTED ROCK RIP RAP.
SEE DETAIL 'A' BELOW.
FOR DRAINAGE TO NORTH
& SOUTH OF BUILDING.
.,,---END 6' HIGH WOOD FENCE
SECTION
• 100'W. ~L Of! Htcf.f FUEL
SFF.C:IES
' ' "CONDITION B" -NATIVE SLOPES
,,,. •ectlon•
1 L:::
J
1----1-1.0'
END VIEW
SCA/.£: , .. -,o·
1/2 DIA. MIN,
_____ 1
II x--ENERGY DISSIPATOR DETAIL 'A' X _,_ __ _
I II
II .,,-----1'ri---t1r-.,,,
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4.ll.Z ~
0
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II
23 , 0
28.0'
18.0'
I
~SLOPE SIDEWALK TO MATO! EXISTING GRADE
!-7.0' SETBACK
ROWR•278' ------------
SACATA IRCLE
<Ve C
<i: = 250' >--~----....::.✓ ----
PROJECT:
KEVIN STEPHENS
LOT 154 MAP 6117
SACADA CIRCLE
srrE ADDRESS
241B A&B SA.CADA CIRCLE:
1,P..N., .fl4J--1tl:l◄
GRADINC NOTE:
TOTAL GRADING OUTSIDE OF BUILDING
ENVELOPE IS APPROXIMATELY 40 C.Y.
STORM WATER RUNOF'F 0100
RAINFALL INTENSITY • 4.88
RUNOFF COEFFICIENT • 0. 70
AREA Of BASIN TO NORTH STORM DRAIN
AND AREA OF BASIN TO SOUTH STORM DRAIN
IS 0. 10 ACRE EACH INCLUDING ROOF WATER,
0 100 -(0.70)(4.89)(0.10) • 0.34 cf•
DRAINAGE NOTE:
ROOF DRAINS AND WALL DRAINS MUST
BE CONNECTED TO 6" PVC STORM DRAIN.
SHT. NAME CONCEPTUAL GRADING ANO DRAINAGE F'I.AN rol!:
LOT 154
/N u CO!r.11 .!ot:m-1 IJM'FHl/t 'I, -1'd. ftt"I