|
1
<br /> CONSTRUCTION NOTES z m ,
<br /> EX. FINISHED R 6 3/8 I R = 3/4" # ITEM LLJ I-
<br /> p
<br /> GRADE/SURFACE SAWCUT EXISTING SIDEWALK AND ASPHALT PAVEMENT(1 FOOT FROM EDGE OF EXISTING GUTTER)AT w
<br /> FINISHED 1 PROPERTY LINE PROD AND REMOVE EXISTING SIDEWALK AND TWO DRIVEWAY APRONS, FOLLOW 0 •
<br /> III I I I11= ° : . °. PER LAN cm
<br /> GRADE/SURFACE SMMW V BMP C152 . _ 06
<br /> 2 CONCRETE DRIVEWAY RAMP TYPE - 3 PER CITY STANDARD DWG. 317 V
<br /> = 11=1 z
<br /> • ° ,�i1 III - -
<br /> 10 MIN. 3 CONCRETE SIDEWALK PER CITY STANDARD DWG. 312 w
<br /> ,"1 ,� Qpm.56616 66113 a. 1 2 rr 8 • W z
<br /> e 4 ,� 4 CATCH BASIN, WITH NON-TRAFFIC GRATE PER DETAIL HEREON Z O
<br /> 566.18 TC'°°�• ,,.�O ' '6 0�2 / FND. 1, _:` _. - '
<br /> ( ) 3 1 FND. 1 2" IP3
<br /> FND. 5/8" IP 39 6 as as 1 0 00 0 • ,6 h?° E!'� I ��
<br /> 565.70 INVI a=, 0 8 9 0• o I h t 5 6" PERFORATED HDPE DRAINAGE PIPE Z w
<br /> 4--,4IG ,. (566.51) BW h1o; O'S 58°16'15" E0-3'6 669 h1 ?�00.�� hQ° 10 w
<br /> (565.62) FLX3,-7- _: i o-0- 0-5:01
<br /> - - 1 of-�,�_::ma=r.=-- = - + ...�._.,i.w,. •.■��a.�,�-. _� .. - �/
<br /> 5 7• F - _°- a -at-occas-r-as-me-�a�s-6 r r r w w z�r � ' J h6 (.:i. .l:�.i- 1=
<br /> �_� _, �,��� �r ,�� ---1z-----"----1--------
<br /> - -°�- - 66 6 CONSTRUCT 6" PORTLAND CEMENT CONCRETE PAVEMENT OVER 4"CRUSHED AGGREGATE BASE UJ
<br /> TOP OF GRATE 565.46' 5.00' PROP 1 6 CF % 56a
<br /> FL:563.5' (12'RCP_NE 14111 ��-- EASEMENT 1 0 °0 °� 0 • ° e . v ,'566.86 FS/ - ` < 0 . ' 567.51 FS °o� 6" MIN. DEPTH CLASS 2 AGGREGATE
<br /> FL:5633' (12'RCP W) I 11 \566.15 FS' d : ° . „ •° . d 4.5% 0) H__._--Qs
<br /> c, o BASE. RELATIVE COMPACTION 95% z
<br /> SUMP:561.7' N 1111 I 6'd CF 1, a 0.9°0 , .," C1 ° 1.9% . 4
<br /> , e c
<br /> 7 P.C.C. CURB PER DETAIL HEREON �
<br /> I I • ° o. 4 •e .Oe: o ° d ;,• °, (Ni567.50 FS o i •-••• tea, CONCRETE CURB DETAIL
<br /> ��° �) ) c; 3.8/o d,,•,.., 1 . ° q :' ° 1'1.7°, . . '4"CF L 0 u, U o 6 7 8 DETECTABLE WARNING PATTERN AREA SHALL BE YELLOW IN COMPLIANCE WITH WSDOT/APWA Ca.
<br /> 1 mNd< N • CV °° 'S NOT TO SCALE r STANDARD SPEC SECTION 8-14.3(3). w
<br /> y � �sl O 1 a ° . q ^a' Inco O
<br /> 0564.62 TGCD • 568.36 FS
<br /> ' . 4 564.62 FL � 4 4 ° ° 56 .92 FS"
<br /> i'?' 6„ CF 565.67 FL ° 9%0 .° ° ° 16 ' " C . 567.88 FS JOIN ,� z
<br /> �p®�.�1T�N]itp��li� Y7 •' 5.5.75_I=L �•. �-� • . .. '.: a �` 66.38 FL � •°;� `567.61 FS 4" CF 9 CONSTRUCT 3 A.C. PAVEMENT OVER 4 CRUSHED AGGREGATE BASE O �
<br /> aim?� L _ ''I 6 CF d •� ° ° 4././
<br /> ° d �I 2.0$/0'' ��
<br /> C F d
<br /> 6 564.12 FG 4 CF (568.00) FS z
<br /> 56II
<br /> 00 -°- 5-°.-°-°- --5- °-°-c-5-5- JOIN 10 CONSTRUCT 4"A.C. PAVEMENT OVER 6" CRUSHED AGGREGATE BASE N •
<br /> ©�565.56 F ` �,566.44 S /�� l °
<br /> °r°' I� 6" CF 4565.82 S/ 56•.•9 F 566.49 FS o 2 Z
<br /> ti ►n m „� o 6a.CF ° 566.48 FS / e ° 0 N DOWNSPOUT PER A 11 CONSTRUCT CONCRETE BLOCK WALL PER SEPARATE PLAN AND PERMIT N
<br /> 0 co ■� i 3.1 /oO 566.3' FS 566.48 FS ° °. c4
<br /> it o / d • 553.28 F c� ARCHITECURAL PLANS ,� . . . W J
<br /> 1P4
<br /> ��� Q 0,565.10 CO 230 CF.° ' �F INSTALL EZflow SUBDRAIN WITH 4" DIA SLOTTED PIPE, EZ-1001F OR EQUIVALENT (nds@ndspro.com) n- u.i p
<br /> ■■� Ili4" CF FS °• '_ i \ BUILDING WALL 14 Z n Z <I nn 565.$2 F
<br /> ti � Ir. 564.89 FS 4 CF / -9-1n- 566.10 S ° ° w U Z � �
<br /> 'Ih ! ; ■ A.., ; • o . 66.10 FS ,, a ./ 16 CONSTRUCT P.C.C. CURB&GUTTER PER DETAIL HEREON cc
<br /> 2 . ',...--...../. --- ��5■■■■■. -.. ' 566.02 FS 66.45.LI 1 // (D Ih' 2 , ,,, ,
<br /> , �■•� ■• -1=...=1, °°°° 565.82 FS, , 22 t 1.4%°° 10.5% DOWNSPOUT d. ' CC a U rn
<br /> __■,��_ _121 ■ 41
<br /> 17 CONSTRUCT 12 CURB CUT PER CITY OF EVERETT STD DWG 432
<br /> O% 565.26 FS f ; ,o 66.08 FS -� I DEETER FOUNDRY ADAPTER
<br /> gre
<br /> 565.57 FS 565.81 GeOTG 566.13 COT 566.48 FS a '. I (567.00) FS °
<br /> r o d 1 rn 1820 MONUMENT INSERTED IN RI Q Z
<br /> 41 564.96 FS 22 I JOIN ° 18 CONSTRUCT TYPE A-1 CEMENT CONCRETE CURB &GUTTER PER CITY STANDARD DWG. 307 I of Z
<br /> �I cn O 565.52 FS �� °. u I
<br /> ® \ c� I RING AND COVER RISER PIPE ° N O V0 Y
<br /> 0 5CF° ° I aY J
<br /> 0 3 m \ O .° 566.40_ S ► 566.48 FS 566.48 FS S•5% o I HDPE THREADED CAP FS ° °. 19 PROVIDE EXCAVATED INLET PROTECTION PER CITY STANDARD DWG. 208 W O� H O
<br /> v U o �0" CF:. \565.9 F
<br /> CC
<br /> • 1.5% 566.50 FF e 4 d 1 ! , :: e 4 20 CONSTRUCT RIPRAP MINIMUM 4" DIA. GRAVEL 0.2' BELOW GUTTER EDGE. _
<br /> o ° io ° °. °' - 566.45 COT V
<br /> Al N # O ° ®,65.:_1 LID ' 22 565.7 PAD ° a $ a : °'' 4 >G oc Ln
<br /> c,,�c"�e 3 I �'' 3.2% ° .. ; °: o� 1,36/04
<br /> 3/0, `; I a' ° ) W a Nre
<br /> 4 ° <1 21 INSTALL 18X18 CATCH BASIN WITH PARKWAY COVER PER DETAIL HEREON w w Q
<br /> 1G _ 23 565.24 COTGl ° .. S = cc V Ln
<br /> 1.3°k a 29.67
<br /> TOP OF GRATE 563,86' , X ail' .° 0 566.44 COT -.1:''` 4" HDPE PIPE (TYP} °
<br /> FL:561.7' (12"RCP-NE) 3 11 I ® 564.35 FS O 1 ,3%' °. o , 25 ° 4
<br /> 92 FL:561.5' (12"RCP-SW) "• �. �°� ° � r� ° ' ° 22 INSTALL ADS (OR EQUIVALENT) ROOF DRAIN ASSEMBLY PER DETAIL HEREON. http://www.ads-pipe.com/en
<br /> SUMP.560.1, v , ° I °
<br /> c�s��� 6" CF 1 0 .4 i 0.8% I) I " d° . a y.� s
<br /> (n C 23 CONSTRUCT DRAINAGE CLEANOUT (DCO) PER DETAIL HEREON sf
<br /> # 15/0 12.00
<br /> >' '� _ g! C!�fG -+-- a 0 a' 24 INSTALL WATER GATE VALVE PER CITY OF EVERETT STANDARD DRAWING 505 Y ■�
<br /> F 1 \9565.81
<br /> 22 566.45 LID 9.95' 4' 'Lr�i,� °u o INJECTION MOLDED "; k
<br /> F.) 5..9°k\ O - ' 0 -- WATERTIGHT TEE TO INJECTION MOLDED ,
<br /> ® I 42.00' 16.00' 10.60' ► 566.44 COTG 22 3.8J o (566.00) FS 25 INSTALL SEWER CLEANOUT (SCO) PER CITY OF EVERETT STANDARD DRAWING 604 w Q w
<br /> ° °" o PVC SCH 40 PIPE (SIZE WATERTIGHT 90° BEND J C D O
<br /> Z
<br /> �\ �� �,- o °: a. O N O JOIN AND NEED PER PLAN INJECTION MOLDED O Z t\
<br /> c o INSTALL 2,500 GALLON TRAFFIC RATED GREASE INTERCEPTOR, JENSEN MODEL JZ2500-SBE-G OR = -- , .� w cV m
<br /> r��� O cy O 1.5/0 566.43 COT 566.48 FS d • Nl CO WATERTIGHT TEE 26 e V cV
<br /> W �� 1 �! 56 .82 �S I 24
<br /> I e °. ° o ; EQUIVALENTy , U) Q Q •
<br /> uJ 4:I 563.75 T 565.66 FS 6r' CF : \ 4 F 566.48 FS 566.48 FS o /0 q Z ' >- U
<br /> W 5.0Q BIRO" 566. 6 S 1 0% ROOF DRAIN CLEANOUT 22 37 TYPICAL RESTRICTOR (CITY OF EVERETT STANDARD PLAN 415) IN 54 DIA TYPE 2 CATCH BASIN (STD 405)
<br /> _ c�; cn a 566.40,FS 566.48 FS 4 565.70 FS I - rn
<br /> as " EA§r-1 I u-! I Li-in in ®565.01 COT as a . �6.4: FS ►45 COT � /C 1 565.79 FS I cc OC Q TH
<br /> L C I M M U 3 9/0 °o . ° ,'i5 66 46 COTG� 8„,CF /4 CF SCALE 1' = 1' O 38 CONCRETE VALLEY GUTTER F ca < ,
<br /> o9 0 565..67 FS �� O
<br /> ,� ''i <°'Di c° = 565.84 F 5.6.26 FS 0i °,/ `
<br /> 563.30 TC ti © m o ,, A' . .*W1 m 565.90 FS T oC •` w Q 000
<br /> W JOIN ( ) po/'` �I 0 0 4.6/0 5 C CF565.32 FS (565.35) FS TG 40 STORMTECH INSPECTION PORT Q C H
<br /> 562.72 FL__ .- •-..4r,
<br /> ° d O _ zQ , 566.18 FS 6 CFe 6 CF CFJOIN NDS#50 6 ROUND GRATE a W I �� -� 0" CF a 565.69COT 14"
<br /> 565.31 F 41 ROOT BARRIER PER CITY OF EVERETT STANDARD PLAN 399 Z vai
<br /> `- ' J 565.76 F 566.28 ES ch --
<br /> ( 564.31 FS �,� »65.•5 COTG 565.73 COTG `- ° 4 CF
<br /> �"�'`
<br /> I
<br /> !'S 4.1 FL6" 5CF 566.11 FS 0.4/° y =
<br /> �"" „.1.,,,,,,,,,,A.----
<br /> .+ I } m 56 CF 565.48 FS we 1 65.77 COTG �I I 6 CF 6 CF l 65.76 LID ® \565.15 F �r, 0::
<br /> ::,:.:!_,:i...4.,z,-;:i,
<br /> 565.21FS 4 CF a (565OI FS • °° „ 20 1/8" C
<br /> I 1 u)., 1.5% m © 565.67 LID „ e
<br /> .,i).; 4.3% \ o o o
<br /> ,,,, c<64-'61 I 3 � � 565.06 FS �{ d JOIN .•� ° . � ° a ° - 18 � Rhe
<br /> ,°` © I
<br /> CENTERLINE OF PROPOSED ORlVEWAIY I �M 64.35 MH 8" CF ° OI/ W
<br /> W= 32} x = ; Y=4.8 ' I 1562.90 BW®. \
<br /> X1 0 °. e� HEEL PROOF GRATE
<br /> •
<br /> TOP OF GRATE 562.16 N �,c 6" CF 64.89 LIQ
<br /> FL:569.86' (12'RCP-NE) I I 40 1.5%Cr;
<br /> I ••
<br /> FL:559.76' WRCP-SE) co SF 1 563.50 FL,- co N • LI- °iti U 55.31 COTG 6 45° PVC BEND 6" PVC PIPE A
<br /> FL:559.66' (12"RCP-SW) �a%?�•6 1 6" CF nr ®.• 4.88 FS m: 0 co = co p4WA.s�
<br /> SUMP:558.5' y 10 o4r? CD , 56-.07 F® w
<br /> En h k I • 4',. ° . .e • . : Nl ` ' '-1 OIN 6"45° PVC WYE Q O C.
<br /> c0 JOIN(562.62 TC I _ - 17 5.3.97.F °M ° CI N 40 564.60 LID >555 1 �Sp - BROOKS PRODUCTS P
<br /> (562.11) '6 CF O :M.
<br /> I' O \. • .643 FS ` I I r 1818C6 OR EQUIVALENT
<br /> 562.11 FL y �2.8' q c� 1 . •
<br /> , • � � ,
<br /> ( � 563.0 FG II 563.50 T °' 0 • 0.5%° 0.5% 564.47 FL \ ;:6'5.42 FS © N N rd 56200
<br /> illig ® 'a.., � r � " - "CF X5.57 Fa_l O �vls5.00' P OP �anLE 563.80 FL ° 0.5°r° 0.5°r° , PVC CAP II �Ssl�IVAL441
<br /> �R j � _ 6" CF 0.5� U - 11 _ "NO DUMPING" STENCIL
<br /> EASEIyIENT i _
<br /> W
<br /> ti'I 1' 566.1 TW o ° - INVERT PER PLAN 7- �� CO
<br /> 6ti `° 0 92 200.00' o N 58°16'15" W 990 O00 6O 5645 J INODUMPINGF O
<br /> " 4r-`',663 1 0 m 560 669 co 669 6 h6 h6 FND. 5��1 �G '62
<br /> I G • 2 L1 6620 Lo ko--ND. 3/4" IP
<br /> as as
<br /> ono PAVEMENT o
<br /> Z ,, �
<br /> LO inNDS#80 6" ROUND N N
<br /> F6 OM cV 28" coq Q Q CO
<br /> N
<br /> E - 1
<br /> 11 FG PER PLAN TG _ ATRIUM GRATE co ¢ c
<br /> i I R WALL PER SEPARATE /� /\�I' /� 18" z
<br /> PLAN AND PERMIT, SEE Km- //�
<br /> ARCHITECTURAL PLANS ; INLET PIPE SIZE AND Z w w
<br /> g SLOPE PER PLAN - w
<br /> ii
<br /> FOR ADDITIONAL DETAILS II w . w Z 0
<br /> R=%a" 1 LANDSCAPE 2 v o c; >
<br /> p
<br /> IA
<br /> " 3.27' 1.5' 3.00' 2.50' 1-1/2 TO 12 BATTER DETAILS NOT SHOWN SIMILAR TO PAVEMENT j Z a w CC
<br /> 12"
<br /> N
<br /> N 12" \ W
<br /> a 0 1 O o 1.50' �'�"�-- INVERT - C3
<br /> 0
<br /> o © BIOFILTER, SEE % ° - 1-1/2 TO 12 BATTER -�
<br /> N SHEET C-300 FOR \� \� \\ ` I 5
<br /> STORM CLEANOUT COMPACTED Mr o�
<br /> 0 DETAILS , \// // ' ° co t° R =Yz" SCALE •
<br /> 1" = 1' SUBGRADE z
<br /> i •
<br /> d 7\\\7\.'° 3:1 MAX ..\\
<br /> \\/ �� \\�\ \/\\/\/7 K\ OUTLET PIPE SIZE w 12
<br /> y // \ \ /� AND SLOPE PER PLAN LU
<br /> I 1°0C CONCRETE CURB & 12" GUTTER DETAILS \ CONCRETE VALLEY GUTTER 18" CATCH BASIN DETAIL 4 z >-
<br /> // /. :; ': NOT TO SCALE SCALE 1" = 1' lE_ SCALE 1" = 1' Z 1 Q auit (V
<br /> / 22
<br /> :, �, 5.74' w z
<br /> oo
<br /> \ 41 r'N x4 I Z Z > w
<br /> t d
<br /> E CSI
<br /> // l�• Pol``'qWo Oa • e ° ' a 11 569.64 TW .a / Ce
<br /> d Q
<br /> / / \l /\/\ (569.5) < g CI per[
<br /> / / // FG u_ C.9 I�. > r
<br /> I 14
<br /> 4..
<br /> 1"=2'
<br /> It
<br /> �� !� - !� �� BIOFILTER, SEE - I
<br /> 98.33' 3.58' 24'L R SECTION B B SHEET C-300 FOR 567.64- (I)_FG ILI V rte. w
<br /> o DETAILS
<br /> 567.19 TC �. w U j w
<br /> 4 4566.75 FS
<br /> a 6.75 58.00' 7.46' I 566.71 TC \// /\ \ \\ �\ �\ .\ .\\. .\\ Z
<br /> �\ 566.50 FF 566.50 FF 0 566.69 FS / / --F- ,`
<br /> cc a W
<br /> y�, � 566.48 TC 4 a _ , � 566.21 FL ° � '. . . ' • ° T W
<br /> N 11 565.21 TW 566.40 TC 11% °° ' °d .°° ° d ° { d ° _ •
<br /> d f- !__• ° ° ° ° OQ UJ J
<br /> co u O �- �--- �I���I���� °° �•t �.a� �.a� �.c� y� . a� y� �� i �.ate °a e e I- I-
<br /> E PROPOSED WALL . °.. 564.71 FG 564.71 TC �- 4 ` . r��riFrA LVAD iP14, . •. . .6 4 1igr�J._i _Zer,7 J.7401g •4J�.,I�J rila' agri it -- .- - f- loll N
<br /> ' °: •a _•4" RADE-PER-SO I Lam- W W
<br /> N co 4 ..' ' a ENGINEER'S RECOMMENDATIONS I- -+
<br /> ,co u , � \//� / / 0 � � � � � � 564.21 FS 565.90 FS 4' SUBGRADE PER SOILS
<br /> _ CC F- Ljj0 Z;
<br /> a W O cc �j
<br /> N -°/\//` a ° �° �- ENGINEER'S HEC�VIENDATIONS N LU 5
<br /> .:,-....-2 \ a �.--: - ° ° 0 a VAPOR RETARDER/BARRIERS BY OTHERS ° • 0 Z N a' a
<br /> 4d c _ _: a VAPOR RETARDER/BARRIERS BY OTHERS • °
<br /> a' g SHEET NO.
<br /> (560.00) FG .' • 20 10 0 20 40 60 w
<br /> o,3W EX. GRADE \ - 2 SECTION "A" - "A" °° w Lh C'2 00
<br /> 0
<br /> \o L °d • • NOT TO SCALE
<br /> oar a, SCALE: 1ii = 20i F-
<br /> °� � • 2 OF 7
<br /> • a
<br /> EL.O vL
<br /> CITY OF EVERETT
<br /> RFVIEWED FOR PERMIT
<br />
|