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DEED REC. N0. 1035005 tiE-4P.` LE\41.91 (AB) A I V A I I I
DATED 12/29/1915 .. DRAIN g4 V A it I I I I
AMo--f4J4MY: 45. (AB) v AV A V I 1 I
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.� mm
I � I 1 A'.u8) I \\ \\ C• 3597 / / / (/ I \ \\ \ \
WILLING
5�MIN SLOB'
EVIL WALL
1 ALESEC77ON
NOT 0 W £
UNIECO-STONE POROUS PAVERS
OR APPROVED EQUIVALENT TO BE
BACK FILL CRACKS USED FOR RIE WALKWAYS
w/;}8 CRUSHED INSTALLED PER MANUFAMRE'S
RECOMMENDATIONS
BEDDING LAYER JB* CRUSHED SURFACING
COMPACTED INTO BASE COURSE
2"
N0. 57• CRUSHED SUBBASE COURSE
C w/90R MIN. FRACTURED FACE
6'
SUB&ASE COMPACTED T 90%
MIRAFI FILTER WEAVE FW4W
WRAP BOTTOM AND SIDES
2 PERMEABLE RVTERLOCKING CONCRETE PA VERS
NOTE:
IOTA NO 89 CRUSHED STONE OR FINER ANTERIAL May BE REQUIRED r0 FILL
NARROW JOINTS BETWEEN WTERLOCKING CONCRETE PAVER SHAPES
TABLEI TABLE2
GRADING REQUIREMENT FOR ASTM NO 57
SIEVE SIZE
PERCENT PASSING
1 1/2 in. (3Z5mm)
100
I in. (25mm)
95 TO 100
1/2 in. (12.51
25 TO 60
N0. 4 (4.751
0 TO 10
NO. 8 2.36mm
0 TO 5
GRADING REQUIREMENT FOR ASTM NO. 6
SIEVE SIZE
PERCENT PASSING
1/2 in. (125mm)
100
3/8 in. (9.5mm)
85 TO 100
NO. 4 (4J5mm)
10 TO 30
NO. 6 (236mm)
0 r0 10
N0, 16 I.I6mm
0 TO 5
PERME9BLEPAVERSN02W..-
1. ME LANDSCAPING SHALL BE MAINTAINED TO INSURE THAT
FINES 00 NOT LEAVE THE LANDSCAPE AREA AND REACH ME
PERMEABLE ASPALT.
I CERTIFY THAT THE LOCATIONS AND ELEVATIONS SHOWN ON ME
M -BUILT PUNS FOR LBGACYMOGI N SIGNED BY BRIAN
2, EXPERIENCED CONTRACTOR WHO HOLD A CURRENT H151C
ARE BASED ON DEW SURVEY LOCATIONS AND ELEVATIONS
LEVEL CERTIFICATE IN THE ICPI CONTRACTOR CERTIFICATIONS
COMPLETED BY PACWC0ASTSVRV= RC IN JULY AND
PROGRAM MUST PERFORMED INSTALIOUPON
AUGUST OF 2017 AND PROMDED TO IECO FOR FINAL PIAN
3. CRUSHED STONE CONFORMING TO ASTM C 33 NO 57.
PREPARATION
GRADATION SHOULD CONFORM TO TABLE I ABOW /STM C 33
N0. 8 CRUSHED STONE PER ME CREATION SHOWN IN TABLE
2 ABOVE:
�1
00 �- a � �- • \ Baa 1%71 (Al \ \ Nu' /, / I \ \ \\ \\ FLOWCONTROLBMP:
/Wy[q 1 (PueLLcJ soE m I _a '`�RB YAA (•MI \\ ,-� /) \ \\ \\
RW" 43.92 (AB) 6' ® I LZ W h q l l •i a '� THE FLOW CONTROL BMP REQUIREMENT WILL BE MET BY
I E a• d (600)-41.8) (AeJ U>i TIA`y. s;7 I
IE a'd (E) -41st (•'B)�•° N� I �•vA�'
zelr.-s'd ossx (AM) I .. �. /
POURER CURBING '. i
rrr�� Til. / 45.84\\ St' PLUMBING-\ \ter ���60.
I R. TO HEDICAAON V is ' '. � .." % • \ Mo . snroFnw P .QI1 FSR'DImIN- _
TO THE Cqy 6 •.'. '. .Tt.. '' \ \ PRWEC/11EJ.1tR /\ \O�PACE CURL - --- i
e06 SF ..� . .. .. / \ \ WJ N os•(m) - - / \ TO BE 20NRECTEO TB - INTEGRAL
V\ AROOF DRAP§. CURSING
'••( ZHFr12•RC rTII. (AB) CB TYPE-aO .ATO \ ,.
r \ F�l\4SJ8 (AB)-�IBVIPE 1 (VI Aid) / \\ EARCHITECT'S PUN
1 /EVE (PRNAI~7 \ E 12 � (SJ=J328 AB RM 445:70"(/B) / 5(
I I 6 �,81 (M) FOR, GR40E5 ON TOP OF SL9B 2
v J4&PL�M.p I(IM) �8.� �6(M) 150- LEa•v,�):i�ej) �
ssBH sa' - ss 2 !��`1 v/JI � mw3 o 44.01 (•M)
I RIM=40.JO I ^ \ a FOUND 1/Y RE. GAP STAMPEDE
LE 8' P✓C N=3a.27' a %� 'LS MM6 18898•
LE 80 PW S=34.17' 3 j 0.4' NW X Of W
%•f y 4/ SOLID L LID 1
I
ENCR
CHMENT
REMOVAL AGREEMENT 40
I RWB 41.88 (AB)
I l�Hr POLL \\ I E' M.8a 12Y• OLE(E) (A8) SCALE: 1" = 20'
\P ) \\ I E• 31.80• II 0PE(S) (A9) ; s SITE ADDRESS: 1300OLILIKE
EAWASHINGTON BOULEVARD N
2 2ND BUILDING REVIEW BILK W -IS -2015 98056
SO 10 o 20 40 1 BUBWNC PERMIT SUBAIRTPL B%( 04 -OB -2015
I I I I I\ P \ I TAX ACCOUNT NO'S: 3344500007
yY 1 ( \ REV N0. DESCRIPTION INIMLS DALE
tll
U. FA ( \ �\ I KnowwhaYsbelOw.
5yE
Call Mroroyou dlg PERMUNO: U15002518
I I 3 c 0I7LITPCONFUTNOTE. R I Se 11% SW U4, SEC. as, x 29 N., PLOM wni
I 1 R(15 .7D' cAOTION ° y,I � LEGACYRENTON
ME CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ME LOCATION, -
/ m Q=Q809'AT' n \ DIMENSION AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN W MESE
' PUNS OR NOT BY PoMOLING ME UTILITIES AND SURVEYING ME HORIZWTAL
AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. MIS AND MEN SHALL
INCLUDE CALLING UTILITY LOCALE 0 1-800-424-5555 POTHOLING ALL OF ME
U S \ EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY
vi
n
SHOW WHETHER OR NOT MECONFUSES
PAGE EXIST LOCATIONS S 340 UTILITIES AS
a 1� SHOWN ON MESE PUNS ARE BASED UPON THE UNVERIFIED PUBLIC
I I 1 INFORMATION AND ARE SUBJECT r0 VARIATION IF CGINNCTS SHOULD OCCUR,
\ \ ME CONTRACTOR SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO
PrIRIII/7 AII PPIVIiJ`LR EATON In PROCEEDING WIN CONSTRUCTION
WARNS ME FOLLOWING BMP'S
1,150 SF VEGETATED RWF PER SECTION C2S ® C1 0FREMN
1,950 SF OF PERMEABLE PAVERS PER SECTION C.2.6
TO FLOW CONTROL BMP AREA REWIRED = 3.006 SF APP80V®BY� DA7E-
OTAL FLOW CONTROL BMP AREA PROVIDED = 3100 SF
ARIROVHDBY, DA7R-
NOTES:•
ALL PROPOSED CATCH BASINS ARE TYPE I WITH GRATED LOCKING LID ANROV®BY• DA78:
UNLESS OTHERWISE SPECIFIED.
FOOTING DRAINS FOR BUILDING SHALL BE CONNECTED
TO ME PUBLIC STBRMWATER SYSTEM AND SHALL NOT BE
CONNECTED TO DETENTION SYSTEM
R-382034 EM
A C' BUILT INSIGHT ENGINEERING CO.
12-15-2017
SHEET
ROAD AND DRAINAGEPLAN L'¢,0