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PTN. OF NE 1/4 OF THE SE 1/4 SEC 6,TWP 22 N, R5E W.M.
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<br /> -SEE SHEET C4.00 FOR CONSTRUCTION NOTES Z o
<br /> 3p' \ CRESCENT AVENUE
<br /> \ ` FRONTAGE IMPROVEMENTS gRT
<br /> \ ` Fg19 \ 4••C 1❑ 6"PVC ROOF DRAIN. MIN. 27 SLOPE
<br /> SEE SHT. C3.10 FOR `9o¢wnsq�4�'7
<br /> DETENTION TANK DETAILS. \\\\s5� p — ❑2 6"STORM CLEANOUT. SEE COE DET. 421 ON SHEET C5.00
<br /> �SMrr�6'
<br /> ssM7-I 46" ��W 288 9�E�. 3 48"TYPE 1 MANHOLE. SEE COE DET. 605 ON SHEET C5.01
<br /> 5S 3zzr, ❑ SEE COE DETAIL 414 A
<br /> E sw 31A19 ,55!� � SS V II NV n9.z6
<br /> N IE N 3i9.na \ n se 2/�."6. ® FLOATABLE MATERIAL SEPARATOR AND GAS TRAP. ,I
<br /> IENE379Is 5 � �S� i � V A '1
<br /> INSTALL TRENCH DRAIN
<br /> AT PROPERTY LINE Ivp\S
<br /> SSMH 2 54"TYPE 2.SEE
<br /> 13,�' RIM=290.00t COEDETAIL405
<br /> ,�` A AV A �' ` p� A\ \ IE(12-NE,SW) =283.40
<br /> \fie A\ ``\\\ I.\' � �� � \ 7LF 12"PVC
<br /> .WALLS AND HOME FOOTPRINTS ', , A A •��
<br /> I, y `. ` -\1\ \
<br /> ARE SHOWN FOR REFERENCE \_` "� \ \� 1 TOR 3
<br /> ONLY. THE SIZE AND LOCATIONS �,FV,`\ '� , \ •�` 82My ' O \ RIM=290.003 ❑ z
<br /> OF THESE STRUCTURES WILL BE �,�" i�` QOI�N.�ROQF \ �m \ `\ \\ �S7339 2�Y '"�`' -�--1 IE(874W,SE) =283.14
<br /> FINALIZED WITH THE INDIVIDUAL ` '��,,1 i' __ a` \
<br /> ` z v 'M RAYNS� �\k \ \ IE(12'W)=2113.24 z
<br /> BUILDING PERMITS. `�`?��, ', `i P - \� _ , A x
<br /> ux \per\ GENERAL NOTES., - a
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<br /> INSTALL TRENCH DRAIN. FOUNDATION DRAINS SHALL NOT BE DIRECTLY CONNECTED TO ROOF DRAINS.
<br /> 12" VQ,', \1
<br /> CONN. TO CONTROL o
<br /> 5=1.95% �\ .SINGLE FAMILY DRIVEWAY SLOPES NOT TO EXCEED 15% THE MAXIMUM AND MINIMUM
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<br /> i, STRUCTURE
<br /> ---- I , � � - \ \ be GARAGE FINISHED FLOOR ELEVA110N5 HAVE BEEN SET TO ASSUME THE MAXIMUM SLOPE. x
<br /> 4a"E w�� WGNi , ', �T'�P.�2 '� - _ \. GRADES BELOW..
<br /> 20'F 130••F 6'NGOD FENCE �i ' 4=- �m , 7s% \ SS U
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<br /> Y-S4�I5'� A� J—I T �CONN. ROOF \ o
<br /> �� �j'_�P, \, V" 6KATNS 9� �'rt' ��� \V uzi
<br /> OE `IRAVEL � m m' i i '�i�� �T�lf 1 lit `� \i i —6RIVE
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<br /> --OE i I i� , g'� v' 6"818sf Rs i ` ��V A �JF �, LU
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<br /> APPROVED AS NOTED
<br /> Revise the roof downspouts to splash onto a splash block at the ground Z C4
<br /> ,6+� surface and/or onto the open grate of a yard drain.Discharging the
<br /> aM 136o.60 � ----- v �� �' SS �, A' downspouts to a surface open to the atmosphere helps attenuate flow and Q w
<br /> IE NN 354 25 0 �\ ROOF "' ✓„_` minimize pushingair into the detention tank.
<br /> IE SE 354.40 \ \\\ ` '� _ 'Y DRI�INS` 1` ` \`16 MA'�i V8r M� ' 1 /
<br /> GOT 352.95vv �� o� A\ 2# " SSMH#2 needs to be a 54"Type 2 catch basin per Standard Plan 405 �J
<br /> y �' w V� because the outlet pipe is 12'dia. In Construction Note 4 on Sheet C3.00, Q
<br /> c ' SS call out Type 2 manhole and Standard Plan 414. On Sheet C5.00,show
<br /> A A�� �� n Standard Detail 414 instead of 413.
<br /> Q'1 N �q \`, \ CLIENT
<br /> �7 1,1 n \ \
<br /> IE a_s5s7..5o1 � " , _ zc\ STEPHANIE AND 3
<br /> NVr 0
<br /> 'Ps sG CLIFF ACRE
<br /> Po• -'.29+ \ i I' V `i 1 ' �OT rM \ \\ 1300 ADMIRALTY WAY
<br /> .SEE SHEET C4.00 FOR ' I ` + ,' ',13,`173sf '� -`��%� r A V UNITJ102
<br /> FEDERAL AVENUE N ` \ o\`I \ \ EVERETT,WA 98204
<br /> O \ - ,-' FOUND 3/4"IRON PIPE \ tv \ \\
<br /> FRONTAGE IMPROVEMENTS gYl. \' �- - ,
<br /> � n16'77'00'vi-4.2s'
<br /> AR AP A
<br /> RI - FOUND REB /C \ \
<br /> '"DOV/NINC L_ 72345" \ �- n \ -
<br /> u � ______ 0.22'S X 0.28'N \ \\n \
<br /> I �50"OFF' \ SSMH 48" V, A
<br /> RIM 296,26 \v `
<br /> / o_\ IE NV/290.97
<br /> •• IE SE 297.05
<br /> R7 -FOUND REBAR/NO CAP \N 1'-2 0'
<br /> NoI m l \\ ,� a.c6'N x 0.02'E \ 0 10 20 40
<br /> M 35XJN
<br /> V/.�5.�'Q FOUND 3/4-IRON PIPE \� �
<br /> �GT assp4,� y� v�� -
<br /> r i N06'18'SO,V/-3.88"
<br /> UNDERGROUND UTILITY NOTE:
<br /> i. L07 7 UNDERGROUND UTILITIES ARE SHOWN IN THE APPROXIMATE LOCATION. THERE IS NO
<br /> GUARANTEE THAT ALL UTILITY LINES ARE SHOWN, OR THAT THE LOCATION, SIZE, AND , BASE MAP
<br /> 8'D vc ' I r 1 MATERIAL IS ACCURATE. THE CONTRACTOR SHALL UNCOVER ALL INDICATED PIPING WHERE
<br /> ill CROSSING, INTERFERENCES, OR CONNECTIONS OCCUR PRIOR TO TRENCHING OR EXCAVATION'
<br /> IR
<br /> 'p I FOR ANY PIPE OR STRUCTURES, TO DETERMINE ACTUAL LOCATION$ SIZE, AND MATERIAL. 4 DRAWING
<br /> THE CONTRACTOR SHALL MAKE THE APPROPRIATE PROVISION FOR PROTECTION OF SAID pp
<br /> MB FACILITIES. THE CONTRACTOR SHALL NOTIFY ONE CALL AT 8-1-1 (WASHINGTON811.COM) C`�'00
<br /> AND ARRANGE FOR FIELD LOCATION OF EXISTING FACILITIES BEFORE CONSTRUCTION. Know what's below.
<br /> ___ Call before you dig. SHEET 6 OF 12
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