07-103826-
GRAEHEAM SHORT P'UIAT
SW 1/4 OF SECTION 15, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M.
A PORTION OF THE NE 1/4 OF THE
MIN
END
. d
SHOULDER IMPROVEMENTS.
___TApER_pAVEMEN.T--T0 MATCH —
EXISTING ROADWAY WIDTH AT THE GRAVEL DRIVE FOR ADJACENT
SOUTH EDGE OF EXISTING GRAVE PROPERTY, APPROXIMATE
DR
I ` LOCATION AND DIMENSIONS.
,614360 0506
1 ., MATCH EXISTING
EXISTING SHRUBS,
MINIMUM STRIP OF
,....APPROXIMATE LOCATION
ASPHALT TO PROVIDE A CLEAN
STRAIGHT PAVEMENT JOINT, SEE
�= �°� ¢ 1 ' PUBLIC DRAINAGE EASEMENT PER
DETAIL C /SH F ".`. ;. ..: '- PROPOSED 20' DE D ACCESS (2,900A.F.N. 20040129000426
I PROPOSED 2 ,PAVED_
.F.). SEE DETAIL , SHE F 2
ACCESS (994 S.F.). SEE
TYPE 1 C / LOCKING
AIL B3, SHEET
1 LF 8" CL 2 DFP 1 , 6% ? 0' INGRESS, EGRESS & UTILITY S E T EXISTING GRAVEL HERRINGBONE
W/BEVELED END SECTION ACCESS ROAD, ±12 I = 1 —EXISTING STORMDRAIN
PROVIDE A GALVANIZED IS 8 WIDE. TO BE REPLACED I a 1( } PIPE FOR THE NORTHLAKE
BARRIERE 1 CB / LOCKING ASPHALT DRIVEWAY. RIDGEDIVISION2 `
�` y 41.O HIN GBONE GRATETOR DRAINAGE P
1 ,1 , ,, .11 I =416. 419.32 , ® CLEARING ITS F
MATCHYARD EXISTING
IE= 13. f 6�0 (S E} RIM 1 I ( CONSTRUCTION OF
-- -- - -- _ GRADE
g 7, ( ) ~�-� RI DRIVE
TEMPORARY O C 0, '"'
� .. ' 9 `0 55 E R 09.83
t _ --� -
S
SEE TA H 2 OF 2420.15
420.26
RIM=414.49± (EXISTING)
,
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g
(PROPOSED)
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I SIDE O OF CATCH A] I _ .2 Q _-. _ , .,
( I a.:-. .. - _ � _ � 1 � I ate. OOS i Ri1�
TP1 }
{ _ ATE
SANITARY F - I
11 E (EXISTING) fr: I --Q • =* I 5 4 AS T O L T 1:
C
I=41.17 Or NE (PROPOSED) . ; Q R:j' COLLECTOR �. C, , = ,
NOTE: FIELDI AT F 1
.
D,S. ;GO CTOR I, C.O.
E CATCH BASINCONCRETEA�- � � :-.-R a:: -r ; m� R ��, - - • a
CAN BE PROVIDED BETWEEN THE - - • - • • -.
-
OF A • • : • -• Q• - • :••-• `'
nHHOUSE ! /3 CA
x LONG _ •® +
E - . AGE PATIO C•
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QUARRY SPALL PAD
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MATCH EXISTING" • •' `
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TYP0TEMPORARY C.O. 6 D.S. COLLECTOR a IN,C
_ CONSTRUCTION �CE, SEE L -
-
ENTRAN
,
/SHEET 2 OF2 I209-76
LT #2 TT -4I P
a SEG T FOR DISPERSION
LOT 1 TOTAL IMPERVIOUS
F 3205 I
1 ,1±,
MATCH
CH ( •) SURFACE �-�
EXISTING'TREES TO BE SAVED
APPROXIMATELY 90 LF SILT FENCE,
SEE DETAIL 4/ SHEET 2 OF 2
FUTURE CLEARING
00
LIMITScr) 109
0' 30'
d a 6143600555
o
RIGHT-QF-- AY ='
1 I
4 �
If ` .. .
1=20'
PIPE O.D.
' 1 1' w I.
*Ti
4®
®
Ova
4®sa
PERFORATED
71A PRESSURE°
v
PPE ID L
TREATEDGRADE ARD a
Q v ° a°uj
a
( FINES)
cn
°v
4
1-1 /2- _3/
a� a
ASH ROCK
FILTERFABRIC
x SUPPORT POST
*15 ® MAX FOR FLOW CONTROL/WATER
QUALITYE IN RURAL AREAS
N.T.S.
PIPE O.D.
I ' I
D CAP OR PLUG
° CLEANOUT
NOTCHED GRADE °
BOARD, 27Q ° v°a 6" PERFORATED PIPE LAID LEVEL
NOTCHES W O.C. o°TYPE I C
a
v
A A
INFLUENT PIPE (MAX DESIGN
a 4FLOW -<0.5 CFS PER ENCH)
Q v° r
vo v� CLEANOUT
a�
a
N.T.S.
0
F)A
VICINffY MAP,-
C 1"=1/4 MILE
VA�
,LEGEND
wxm
CONIFERIOUS TREE
CONIFERIOUS TREE
TO REMAIN
CATCH BASIN
CONTOUR LINE
--SD--
STORM LINE
W
- WATER
ASPHALT PAVEMENT
GRAVEL SURFACING •—
NING: RS9.
CDMPREHENSIVE PLAN DESIGNATION:
SNGLE FAMILY, HIGH DENSITY
TAX PARCEL NUMBER: 6140-0560
FARCEL AREA: 0.48 ACRES(21,00 )
INI UM LOT SIZE: 0.17 ACRES (7,500 SF) WITHIN
LOT LINES EXCLUDING AREA RESERVED FOR PRIVATE
ROADS.
ORIGINAL LOT ADDRESS: 32829 38TH AVENUE SOUTH
ADDRESSES OF PROPOSED LOTS:
�.aT 1: 328 38 A S,
LOT 2: 32XX 38TH AVE..
BUILDING SETBACKS: 5' SIDE & REAR, 20' FRONT
NOTE: TOTAL IMPERVIOUS AREA
FOR LOT 1 AND LOT 2 NOT
FLOW T SECOND
i E E ®. f . - TO 10,000 S.F.
I SAL 1, TRENCHES SA E CONS G } ; . TPOINT
IF NECESSARY DISCHARGEAND/OR EROSION,
2. TRENCHES MAY BE PLACEDNO CLOSERA T TO ONE
ANOTHER. (1 o FEET ALONG FLOWLI
C
. FOR LOT 1 ONLY: A VEGETATED FLOWPATHOF AT LEAST 25
FEET IN WIDTH FOR A 50 LINEAL FOT DISPERSAL TRENCH
LENGTH UST E PROVIDED ( OUTLET F EUl
TRENCH AND ANY PROPERTY LINE, -STRUCTURE, R IMPERVIOUS
SURFACE). THE BURIED Ul
, FOR LOT 2ONLY: LENGTH OF VEGETATED FLOWPATHSHALL APPROXIMATE t
0 CH PROVIDED /15 D OF BURIED E
MAXIMIZED
G A O A TO CE RUNOFFO CONTRACTOR S
VE THFIR La
FLOW TO OTHER
'
CROSSING PROPERTY LINES, MUNNU.-UNIV IMPERVIOUS
SURFACES, OR FLOWINGINTO S E, SEE NOTE 5,
CONSTRUCTION.
BRANCHING
.;
IMMEDIATELY RI
AS NECESSARY
, A SETBACK OF AT LEAST 5 FEET -M U E MAINTAINED
THIS PROJECT
BETWEEN ANY EDGE OF THE TRENCH= A UC O
rn=_
DRAINAGE EASEMENT LINE.
.
DCITY
BOARD NOTCHES
TRENCH AND GRADE BOAR UST E =LEVEL ALIGN TO FOLLOW
CONTOURS OF SITE.
OF FEDER
PERIVII
7. SUPPORT POST SPACING AS REQUIRED'BY SOIL COND111ONS T
cv
1
SURE GRADE BOARD REMAINS
APPROVED
SCALE:N.T.S.