Laserfiche WebLink
435 435 PROPOSED GRADE <br /> • EXISTING GRADE <br /> GRADING QUANTITIES: �j M <br /> CUT FILLZ a o <br /> TOTAL 92.81 CU YDS 162.60 CU YDS w Z o„1, <br /> 430 430 NET FILL = 69.80 CU YDS Q -5•.; Z <br /> U W LL 2 <br /> - fn W °, 6 <br /> / ;� PROPOSED TYPE A CB <br /> 644:17.11::;41:13: <br /> ? Z <br /> 430 \ / 430 RIM CB = 427.50 <br /> PROPOSED�� IE(S) 8" = 425.72 co 0 <br /> DRAINAGE SWALE ;_ ,. IE(N) 8" = 425.67 W m <br /> iv' c <br /> PROPOSED GRACE 425 425 `� <br /> 18" OF AMENDED SOIL PACIFIC � .,�� <br /> TOPSOIL 60/40 BIO MIX. THE MIX IS ok�'% �; <br /> EXISTING GRADE TO HAVE AT LEAST A 5.0 CATION .� _ mz <br /> EXCHANGE CAPACITY AND 1% ORGANIC 423 — 423 '�,�z ,1 a'I <br /> 425 'V <br /> 425 OR APPROVED EQUAL. rn O �7°• <br /> 0 o . o .NOTES: <br /> N in PO . PROPOSED SWALE MUST BE AMENDED WITH PACIFIC co CO co <br /> II ro N rN U ate- d• ,K1-.- TOPSOIL TO HELP WITH TREATMENT AND <br /> II 0 d d d L 0 II II INFILTRATION. 0 0 0 <br /> II II II 0 0 0 w 0 w 0 • DRIVEWAY TO BE SLOPED SOUTH AT 2% TOWARDS w w w CO <br /> w w 0 LIAPPROVED L` PROPOSED CATCH BASIN. Q Q Q <br /> PUBLI ORKS DEP.RT ENT 1+00 1+48.29 • INSTALL SMALL BURM ALONG SOUTH PROPERTY 0 0 0 w <br /> 1+00 1+50 1+81.10 I / ; ii LINE TO DIRECT FLOW TO CATCH BASIN m a <br /> Y <br /> DATE 9�2Z-'20/6 Drainage PROFILE (DP} <br /> Single Family Home PROFILE CPTYOFEVERETTREVfEWEDFOR PERMIT Z z Y m <br /> // SCALE 1"=20' (HORIZONTAL) 0 0 <br /> SCALE 1"=20' (HORIZONTAL) P�100 ®gy 1"=4' (VERTICAL) 0 = w <br /> 1 >"=4' (VERTICAL) 0 0 U <br /> C o 2 orp- LEGEND: <br /> i S62°51'15"E - 240.00' \ +- 1 <br /> 0 0 1 \ 1/2" X 24" REBAR & CAP L.S. <br /> s•9' <br /> PROPOSED TYPE A CATCH BASIN 1 I y 12716 SET THIS SURVEY UNLESS <br /> 3r, o ; � <br /> _ �� NOTED REBAR & CAP FND THIS <br /> ' _ _ y N 0 • <br /> • SURVEY AS NOTED <br /> ,,�. ,L � ,, ,,.� � �.... ,. � � ;, ,, mss J <br /> ��2 SS �' z 0 SEWER MANHOLE Q w <br /> \ �- — — Q SS -�� SANITARY SEWER LINE m Ur <br /> 44 <br /> ro <br /> S 1+48 J Q <br /> N 1+00 _ �� - --� 2 I�! --- EDGE OF ASPHALT DRIVE <br /> SINGLE FAMILY HOME PROFILE— — I-- - T I y �- <br /> i" __ —o oo -� CHAIN LINK FENCE Z <br /> Q i 7A o DP --� PROPERTY LINE W F— <br /> , ± 1 I :j - - �� AS BUILT CENTERLINE 0 Q <br /> ',' ` I - �- CENTERLINE OF ROW z Z <br /> GRAPHIC SCALE —' `y � <br /> `-' c SD �� STORM DRAIN coN <br /> c ° k o r <br /> N 0 simiiiiii10 20 40 I } PROPOSED DOWNSPOUTS , 6 PROPOSED TYPE A CB —�� EASEMENT LINE `xS 0 <br /> al II TOP =428.50 H <br /> poet .., r W -�, WATER LINE <br /> `f IE(S)8" =426.98 co Q <br /> 7 1 INCH = 20 FT. = zL__ I a y 1 I o i IE(N)8" =426.93 --� OVER HEAD POWER o Q <br /> : r -• ) ��1 -- PROPOSED CATCH BASIN W <br /> N� M 1 7 00 + jZCK a- 0 -, PROPOSED AREA DRAIN <br /> cv <br /> o y a';,'�g F wA 'Ap\�� I I -� PROPOSED ASPHALT DRIVEWAY 0 <br /> oII Mr.� z 0 `%��w�� �t J', ��)11 \��,�� )o'y —� PROPOSED INFILTRATION TRENCH J <br /> t • 1! F 1 0• „ 1 O <br /> B 230.00' ^a O• O. I U �� PROPOSED HOUSE W/ EAVES <br /> O O O O u 0 0 O 8 O O-—u O 0 O O O i U <br /> c S62`51'15"E - 240.00' o_ \ Q, �' -�� BIORETENTION FACILITY <br /> - <br /> o + rn'' a�+• .` 12716 c'v/i <br /> I c g, ' o RD -�- PROPOSED ROOF DRAIN <br /> BUILDING BUILDING FND. 5/8" BAR & W. 2IM M.H.=428.55 >;� 6'.1 <br /> , IsT ' �� C 3 00 <br /> 0 CAP L.S. 16916 FLOWLINE=415.05 �� IONAL E �' NOTE: SEE SHEET C 2.00 FOR COMPLETE LEGEND <br /> o << .�� V:\21032\DWG\CONSTRUCTION\21032 DR_GR.DWG (PLAN) # 21032 <br />