Plans (69) S.Tl7
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•CONTRACTOR IS i0 VERIFY ALL EXISTING PROPERTY x *$'
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LINES AND BUILDING SETBACKS AS SHOWN MEETS ALL • '
CURRENT CITY STANDARDS AND REQUIREMENTS M �., ;9,01;,.. .,..,t-2:, poi ,17'-f--14,1* rti`yv.
- mart•CONTRACTOR AND OWNER ARE RESPONSIBLE TO
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MINIMUM STANDARDS NY1ASa�a,v„m�aq�,y»1Y��O,Y�w�c�y�,�c@f�Y,Y,R lrp,l 0.0txWti QO Yumc�O\WgN Oo q 0pw 't' 7[¢' -iI
e€` �':: .a le �€ �e '7a..r 'a t O h. -Rm y�� l4 I,
•REVISED GRADE LINES AS SHOLLN-SLOPE .• trt• ah�! 1 € �� any y�yy�y�\� .Iy�gSDAILY COVER ALL EXPOSED SOILS WITH o $$ cccTTTg
ALL FINISHED GRADES AWAY FROM HOUSE AT R.;s .N fir.} t �• 1 IF(�1�' � �I „,:,,,..._,,„, ,r,„ , z � �¢ g y
6'MIN.VERTICAL DROP FOR THE FIRST HORIZONTAL "y � ! ? -L„ 1 & 8 3'OF MULCH,UYJOD CHIPS,STRAW,GRAVEL g• �QZ ff
+�1+� MP” -� {fi'-'�' OR OTHER APPROVED COVER MATERIAL- ,, ,1,": 2
10'-0'FROM THE BUILDING PERIMETER -4'4.40
i,^ - ... . j �� �I•�° S tt���' '. DAILY
C 3'DEPTH THROUGHOUT ILS W3
•ALL SITE GRADE INFORMATION HAS BEEN PROVIDED L.•.ux • w i S +E •}„ ;,�,' ,, `4' .a.N' WEATHER SEASON
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BT SURVEY A5 LISHE FOR PROPER ELEVATION t "' � `'9'�it s,. 6.
CONTROL ESTABLISHED BT CITY PLANNING CRITERIA: - r "Z '$ .. , ,?:_,- :� Rte p NO STOCKPILES ARE TO BE LOCATED N IL �I HI�Iyy '3 f
CONTRACTOR IS TO FIELD VERIFY ALL FINAL SITE !"-.2'......
-`"A - `t - r4.....,.> i fix-"sx +ice THE SIDE YARD SETBACK AREAS O $� 2 4�9 g ty $
GRADE CONDITIONS AND SLOPE,ADJUSTING THE S #" .rT ' NJ aK b2z3 9g!
FOUNDATION HEIGHT FOR PROPER DRAINAGE OF 'C STOCKPILE COVER WITH PLASTIC OCTOBER u ld3 U Fig 2 !
SIDE YARD SURFACE AREAS AS WELL AS DRAINAGE �-} r+- 'y. THROUGH MAY 31 PER DETAIL �a� 1p j g
OF EXTENDED HARD SURFACE DRIVEWAY TOWARD T'ESs A: �.so�Zgm• gg49g6
EXISTING STREET FOR SURFACE WATER COLLECTION TYPICAL PROPOSED BUILDING WOODEN FENCES ARE NOT CONSIDERED OZ m$g�p� 6y_FYYYY
AND DISPERSAL PER CITT MIN STANDARDS AND�� :eJ PERIMETER AS SHOWN AN EROSION CONTROL MEASURE • @'' o W lWoE 0
•CONTRACTOR IS t0 VERIFY LOCATION CF ALL Wf REVISED GRADE LINES AS SHOWN +dXH F !9 ii
UNDERGROUND UTILITIES PRIOR TO EXCAVATION , EXISTING GRADE LINES AS SHOWN BY SURVEY {"
•CONTRACTOR 15 TO VERIFY ALL FIELD CONDITIONS _ ' = � � 1 �y € G
FOR PROPOSED HOME PRIOR TO CONSTRICTION AND 143.00' ' 0
NOTIFY THE DESIGNER OF ANY RELEVANT DEVIATIONS - -- �.� - • •
FROM THE PROPOSED APPROVED PLAYS PRIOR #�� D SILT ENCE -'' '• ,•s
TO BEGINNING ANY WORK OR i^ of, t __ PL AREA �� ' / F�p7 WALL 334ID0' / /
•CONTRACTOR IS TO VERIFY ALL FINAL Si ND 'TM /� L W / /
SANITARY INVERT ELEVATION STUBS F ,/
DRAINAGE PRIOR TO ESTABLISHING e L . +v - 1 / /
ELEVATION AND BEGINNING EXCAVAT L J F �e� /� �m l >����� ���D ' �_�� / Z L n
/9 7Ianning
� TYPICAL PROPERTY LINE O � REMOVE e Y FIN / FINISH
ELEV. �/ I Uldate• / PROVIDECONCRETE 4'MIN. OVER PSI IN 3/4ED AGG I Q/',(c.:) �P kIST SHED ���� / ¢ 33415 j / 334=5' �I I' I O
PA DRIVE UF'LIBELOWO•MINUS �' �� • J / •
d 0 C(.1 2
,M1�#,
�s///��r ///'''��� COMPACTED GRANULAR FILL /
EXTEND RETAINING WALL WITH CUT
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Initials: GRADE 12'INSIDE PROPERTY LME ‘ %%x Q
I >i' I 1 IIx / � @ 0
>ilTk 7-7/` TT T x q V INSTALL FILTER FABRIC SEDIMENT FENCING
p m.e.w 1213 E�(PO EEDSR Fi/ x x x x x x x x x x x x / BAR/ 0 AROUND THE SURFACE EROSIOE AS SHOLUN N PER DETAIL
CONTROL Z
$$$$$EEE RE x x
1 . HARD SUT{ACE A T. x x r/x x x x x J
II /
\ x x x x x/x x x x/,C x x x I /
I TYPICAL PROPERTY LINE Q
.... _rw,a I / ELNEVH x x x�� x x
,• 335D0' y� • TYPICAL MIN.BUILDING SETBACK LINES
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µy p i 4 1 \ L�1 I x m _77-
/ III AROUND THE PROPERTY SHOWN PER 1tY
.. w+vwsam ZQ ZZ x/x x x _ _ _ �I� CITY FLAMING '^
uupp / O ' x/ ___ C INC STANDARDS ,n
�\ "'�"'°" I IG % ' Q ' x -- �' Q I� TYPICAL PROPOSED BUILDING PERIMETER 111 d
, /.,.M AS SHOWN
• W a I x �/x x�J ' x Q x _Az __ /- v• -I JJ 1•
EXTEND
AS GR DE At THE
REAR/SIDE
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nr..Pi,hat va ercw mt.� a AL � P� x x x - - - -_ I / FMISN / II4 4L
4 ELEV. '
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r uccvx:tFtm[rNarc n '"'A .. STORMWATER RANAGEMENTNRNIA',Pi AL DETAILS r 1 I'1 • �. �� .
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Planter SW 130 •� / p—
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CONSTRUCTION ENTRANCE FLOW THROUGH PLANTER X� a m — -�- �— __ ��' 4 1 9
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,uun�� / PROTECT AND PRESERVE EXISTING
•!I• I PSEQUOIAPER TEES AT THE FRONT IO THE O 4)
stij kill r PROPERTY DURING CONSTRICTION V�
• EXTEND 4'ABS STORM DRAIN LINE FROM t
�i s , 1!,,,/A ` - THE RAIN GARDEN OVERFLOW TO THE 1 ,n
\, � `• / ,P EXISTING STET CURB I O N
arzzL rarL.t ry,Mar; I I FRONT TA A,„„
Te 5 TR��, R.F,a ,-� - � - moi' W KN
FA wu+wr,www.- i.,,mCa. A EXTENDS ABS SANITARY SEWER FROM Q
b ( 1 , aw.s,m _-__ � ' / I ,r' \�; NEW OUSE TO THE ESISTING SANITARY an1
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T - STUB WITH CLEAN OIIT F'ER MIN.GOD; kV N J
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xrz �reex ra`m ` _ CFROVIDE GIYGUTRIVEWAY n -_--__�\ \ 1\
1��������� DESIGNED a DRAWN BY
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mom' WITH METER UNDERG D PER PROVIDE MLET PROTECTION AT ANY FIRST
RICHARD L.W4-fITE
\ \ \ \ 1 O REa/NON-IUOVEN GADoLUNSTREAM CATCH G HBASIN INSERTSSIN INSTALLED PER
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�i� j. tl1 rm ^t I ACCES APRON TO THE EXISTING \
�%I'a•,♦ : '-`!- STREET PER ITT STANDA�DS AND \ \ \ \ \ Ft-M-1
I S.EXISTING CURB LINE
D.�1Q®��
`4-+ . REOWREMENt�.I° \ \ Ir \
"�j' •`' °i`+'9e"w` EXTEND EXPOSED AGC.CONCRETE Sall. ROSE VISTA DR�yE 1 \ \
A11h PURSING EXCELLENCE N DESIGN
•
WALK AND'L DING STEPS' ROM THE \ 1\
GR�:FiI..E wa+c EXISTING CURB O THE FRON DOOR ) \ 22 / / > / / U1WllJ.WHGHOME.GOM
",..A;47,75,7,1%. / / /o / / / / LNce 009£w E� 9im35
_L, EXISTING GRAgE LINES
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FRONT VIEW °" 1
'B' 'D'
SEDIMENT FENCE INLET PROTECTION 0I SITE PLA �ONE R4.5
` I 1 ��-/// SHEET NO.
f SCALE:I.•1,-0'
IIIBuildingCoverage 4288 SQ FT 111S.W. ROSAEARE T
IISTADRIVE 27% Lot Coverage
Total Impervious Area 6482 SQ FT