|
SW 1/4, 5EC 9, TWP 29N, I4GE 5E, W.M. � "
<br /> $
<br /> �
<br /> O N O
<br /> PHASED CONSTRUCT/ON SEQUENCE
<br /> Z�U
<br /> a�7
<br /> �N O
<br /> YN(�j
<br /> 1. PRIOR TO ANY CONSTRUCAON OR DEVFLOPMENT ACTIVITY, A PRECONSTRUC710N
<br /> o W
<br /> O LL Z
<br /> MEETING MUST BE HELD.
<br /> J
<br /> W W
<br /> r ~O J
<br /> ��m
<br /> 2. FLAG CLEAR/NG UAI/T5 OF PHASE 1
<br /> �w
<br /> }N F
<br /> 3 /NSTALL H/GH NS/BlLITY FENC/NG MARKING L/MlT OF 200FT SHOREUNE BUFFER.
<br /> j N
<br /> >N
<br /> O
<br /> aa
<br /> �
<br /> �
<br /> 4. INSTALL STAB/LIZED CONSTRUC710N ENTRANCE BEFORE ENTERlN6 S/TE W17H HEAVY
<br /> EQUlPMENT. B L U E L I N E �
<br /> 5. INSTALL SILT FENCE AS/ND/CATED ON PLAN.
<br /> SCALE:
<br /> 6. INSTALL OFFSI7F CATCH BASIN PROTFC710N.
<br /> CT PHASE 1 SED/MENT POND. 4 M/N. r��M/N. OVERFLOW AS NO `
<br /> 7. CONSTRU 1'M/N. fF?EEBOARD � I PROJECT MANA�GER:
<br /> EAR AND GRUB AREAS OF THE SITE TO BE ROUGH GRADED OR f7LLED. ABOVE OVERFLOW � � 1 16.50'
<br /> g, � PfPE _ CHRISTUPHER H. MILLER, PE
<br /> 9. INSTALL /NIERCEP7t�R SWALES/�ERMS AND CHECK DAMS. � � �`"
<br /> MWS 15.50' PROJECT ENGINEER:
<br /> " COMPACTED
<br /> ;_1 . . � , ,� EAR7H BERM RO�BERT DAHN �k. _
<br /> f0. ROUGH GRADE PHASE 1 POR710N QF 7HE SITE, AND PROVIOE/NLET PR07ECAON AS . . � - =
<br /> NECESSARY. 2'SETIZ/NG DEP7H . _ . ; DESIGNER:
<br /> . ' ; .: .. ,
<br /> 11. FLAG CLEAR/NC UM/T OF PHASE 2 AND REMOVE HIGH VIS/B/UTY FENGYN6 MARK/NC
<br /> �� 3.5' : JC/ST/N H. ROrDDA .
<br /> UMlT OF SHOREL/NE BUFFER. � ,'
<br /> 9f ----- -�----_� To CB 32 _ ISSUE DATE:
<br /> 12 /NSTALL ADD/710NAL SILT FENCE, CONSTRUCTION ENTRANCE, ETC. ON PHASE 2 FLAT BOTTOM ��5'SED/MENT STORA6E _ __ - - -_ --- 3/B/2017
<br /> POR710N OF S/7E PER 7E'SC PLAN - PHASE 2. 12.00'
<br /> 1� CONS7RUCT SEDIMENT POND A AND SED/MENT POND B AS PART OF PHASE 2. DETAIL TH1S SHEET
<br /> 14. CLEAR AND GRUB PHASE 2 AREA TO BE ROUGH GRADED OR FlLLED
<br /> NOTE.• POND MAY BE FORMfD BY BERM OR BY
<br /> 15. CONSTRUCT/MOD/FY/NTERCEPTOR SWALES/�ERMS AND CHECK DAMS PARAAL OR COMPLfTE EXCAVAT/0N
<br /> 16. COMPLETE S/7E STAB/L/ZAT10N /N ACCORDANCE WITH TNE PLANS AND SWPPP.
<br /> 17. CLEAN STORM DRA/NA6E SYSTEM, ON AND OFFS/TE, OF ALL SED/MENT AND DEBRI� P HA S E Z TE M P 0 RA R Y S E�/M E N T P O N 0 A L E G E N D
<br /> NOT TO SCALE
<br /> PROPOSED FEATURES
<br /> PER C/TY S7D 217 dt 21B
<br /> ����BOUNDAR Y � ASPHAL T PA VEMENT
<br /> RlGHT-OF-WA Y
<br /> LOT UNE � �
<br /> CURB FLOWL/NE CONCREIE' 2�
<br /> S/DEWALK �
<br /> - CENTFR IJNE `"' j
<br /> SA WCUT :>
<br /> POLYE7N E CAP S��QUAIE »>
<br /> W
<br /> ------------- ,::.
<br /> yT. �
<br /> I EASEMENT ��
<br /> ` BUILDING FOOTPR/NT
<br /> -------BU/LD/NG OVERHANG r'
<br /> <::
<br /> :;;.
<br /> e�P�aaA�v aar�n+n� ------------BU/LD/NG ROOFL/NE _;>�
<br /> f:'
<br /> DRA/NAGE Nd�WCr D/M�ETFR A/1Ik �s' - -- - - - -BU/LD/NG SETBACK (BSBL)
<br /> 7UB/NC SHALL COAIPLY N11H ASIM �RV��
<br /> F6Q7 AND AASif7n N?9�11
<br /> 9l
<br /> � 3 5�A�lIN. TESC FEATURES
<br /> w��nair �'DiA DfWA1ERING ARfF/C� SQHEDUL£�0 .
<br /> �� T�p��p sim.s�ve�uuv 190 10 PROPOSED CONTDURS � SLOPE DAGGER
<br /> f92 2'PROPOSED CONTOURS �, R/PRAP PAO >"'
<br /> 4'M/N. r��M/N. OVERFLOW RETA/N/NG WALL p "
<br /> 1' I . FR AR I ROCK CHECK DAM `''
<br /> ABOVE OVERFLOW � � 1 16.50' ROCKERY �;
<br /> e•�uv -u II u-DAYL/CHT UNE � S7RAW BALE ;,�
<br /> PIPE
<br /> �e" llV, ALIERNA)IYQY, AIETAL STAKES ANO NIRE F/L IER FENCE � OVERFLOW S7RUCNRE
<br /> MW5 15.50' � w�raEusm m �►�nrrtor�nav CONSTRUC710N FENCE
<br /> COMPACTED ■ TFMPORARY CB, TYPE l
<br /> � . EAR7H BERM �����
<br /> —� ••• -y INTERCEPTOR SWALE � �-
<br /> 2'SET7LlNG DEP1H ' � _ " : , 2X R/SER DIA. M/N. INTERCEPTOR CULVERT TEMPORARY CB, TYPE ll m
<br /> `�S: '
<br /> �� 3 5� TEMPORARY STORM P/PE � PIPE FLOW
<br /> �� ---------- --�Q roExce _ PHASE Z SED/MENT R/SER A CLEAREDAREA W
<br /> � � TEMPORARY STAND P/PE F-
<br /> 1.5'SED/MENTSTORAGE _ - - -- -.�---- J ���� �
<br /> FLA T BOTTOM - �°�rD 11° O
<br /> �' UMlTS OF CLEARING � TR/ANGULAR SILT D/KE
<br /> 12.00' :"
<br /> DETAIL TH/S SHEET /NTER/M CATCH BAS/N �:�� D
<br /> � PR07EC710N (INSERT) � CONSTRUC710N ENTRANCE z
<br /> �i
<br /> EXISTING FEATLIRES '<'
<br /> NOTE.- POND MAY BE FORMED BY BERM OR BY
<br /> PAR7IAL OR COMPLETE EXCAVATION ,
<br /> ,� �
<br /> <>, �
<br /> ::;<:
<br /> - ADJACENT PLAT/pARCEL L/NE � A/R/VAC RELEASE VAL VE ""
<br /> <_:: �
<br /> M E N T PQ N D _ ADJACENT RlGHT-OF-WAY o- BLOW OFF >°
<br /> P HA S E 1 T E M P�RA R Y S E D/ CENTERL/NE � IRRIGA TION METER � 'n
<br /> EASEMENT Y, �
<br /> NOT TO SCALE - - - - - - -SURFACE FEA 7URES D�1 lRR/GA 710N VAL VE
<br /> R /TY S7D 217 dr 218 �
<br /> PE C
<br /> L/L1Lll1/1/1/1BU/LD/NG FOOTPR/NT � WAIER WELL � �
<br /> ---------TOP OF 40X SLOPE r'� HOSE B/B ;>� � � T
<br /> -----STEEP SLOPE BUFFER � pOWER POLE ��
<br /> - • • • -EDGE OF WETLAND �� J �
<br /> � GUY ANCHOR ��::
<br /> ••••••.•.•••••••..•••WETLAND BUFFER � � Q
<br /> pp�LyEl}� CAP PRONDE AD£GiUA7E �
<br /> :::�
<br /> 1'MIN. OVERfLOW 10'CONTOURS STREET L/GHT �
<br /> srn,�nrc 1'M/N. FRE OAR �4'M/N. r --- 2'CONTOURS �c PpLE L/GHT
<br /> A B O V E O V E R F L O W I � � 1 6.5 0' ___-SD- STORM DRA/N P/PE � �
<br /> �o"PERFARAIID POLYE1H12fNE P/PE -SS- SEWER MAIN �P P O W E R V A U L T rn O
<br /> ORAUVAI�1�W� D/AAIFIER AYI� fe- MWS 15.50' 1 =_=-FM-SEWER FORCE MA/N ,�� �
<br /> 7U&NG S�f A LL C A M P L Y w r n i A s n u ��� COMPACTElJ -W- WATER MAIN � �ANSFORMER J
<br /> Fse�avv�m ru2�. . . . � EAR1N BERM ; Q
<br /> � -�HP-AER/AL POWER L/NE ,�' POWER METER � �
<br /> �nar�r � .�5'M/N. c orr �mucE�0 2'SET7L/NG DEP7H - � . . ' .. � : � ----P-BURIED POWER UNE � ,NNCAON BOX " � � �
<br /> wA �'a�vew��uv � �'y, . G GAS MA/N � � \
<br /> ��G T��� S�'��� 'L �5 ' - -�- BUR/ED CABLE � GAS METFR 'w �
<br /> • � GAS VAL VE � V
<br /> � �' - ------`-- -- - TOEXCB _ - -- -Tv-BUR/ED N W N
<br /> � -- - -OTV-AER/AL TV �F FIBER OPACS MANHOLE ?
<br /> fLAT BOTTOM �•5'SED/MENT STORAGE _ ___- --.� -_-- -� �
<br /> � 4W � �
<br /> :
<br /> - - - -T- BUR/ED TELEPHONE L/NE e N R/SER ��` �
<br /> 6'M/AL '::':
<br /> �'1.��� —
<br /> f 8 IN. �u�nr�n►�z r, �ru sr��s a�oo waaE - - - -O H T-AER/AL TELEPHONE LINE � �COMM VAUL T ' � �
<br /> , ,vn y eE us�o � PREVENT hZOTA110W DETAIL 7N/S SHEET -P/T-BURIED POWER/TELEPHONE ;�;, � �
<br /> cow[��e�s� � �
<br /> - -0 H P T-AER/AL POWER/TELEPHONE ❑ T�L.ECOMM R/SER �;�
<br /> 2X R/SER D/A. M/N. NOTE: POND MAY BE FORMED BY BERM OR BY =- -OHU-AER/AL U77L/TIES � � �
<br /> PAR77AL OR COMPLETE EXCAVA170N -F� BUR/ED FlBER OP71C CABLE � �COMM Jl1NCTlON BOX `;
<br /> - - - -X- IMRE FENCE � �AFF/C S/GNAL ;\� � � �
<br /> PHASE 1 SED/MENT R/SER �
<br /> -0- CHA/NUNK FENCE � MAIL BOX :%� �
<br /> �Tro� PHASE Z TEMPORARY SE�/MENT P�ND B — Q `� W
<br /> v�arr sm sr� -- � BDARD FENCE � SIGN
<br /> � -�- D/TCH OR SWALE • BOLLARD � \ � �
<br /> NOT TO SCALE RA/LROAD
<br /> PER CITY S7D 217 dc 218 ^ ^ ^ ^ GIJARD RA/L � SO/L LOG TEST P/T �
<br /> RETAIN/NG WALL CON/FEROUS TREE � � �
<br /> ROCKERY � �' � �
<br /> ❑ CATCH BASIN, TYPf l � DEC/DUOUS 7REE �
<br /> � ':�f: � l�
<br /> �� �� ����A,� oQ CATCH BAS/N, TYPE ll � �
<br /> Q SD PIPE fLOW CON/FEROUS TREE � O
<br /> � TO BE SA VED �
<br /> OO YARD ORA/N DECIDUOUS TREE �
<br /> e'P���v Pa►�n�nov�
<br /> o STORM CLEANOUT � T� BE SAVED � �
<br /> ar,vN�cE ruernr� a�R wrv. � STORM ORA/N STUB �
<br /> �
<br /> n�er�vc st�u. co,►�Lr �rrH�snu �R��� a ASPHALT �
<br /> f'6Q7 AND AASTI7D 1l2A1� w�,LL � STORM CULVERT END
<br /> R�� 3.5 M/N. �
<br /> ���T 5'aA������ ��� Q O SEWER MANHOLE CONCRETE
<br /> cou�� T�p�� s�siue�. o SEINFR CLEANOUT
<br /> 3 4 SS PIPE FLOW � GRAVEL ��p N E R y
<br /> �
<br /> � �� pE wAsy��i
<br /> � SfWER STUB
<br /> � s'��M O SEP AC L/D a WETLAND U ��`' o
<br /> N `
<br /> �
<br /> � S_2 FlRE HYDRANT � �
<br /> �B /N. ' AL7ERNA II YEZ Y, AI£TAL STAKfS AND NIR£ 240.4 SLOPE =>i:, z
<br /> b ��� UAY�E US�D TO �wvr�o r�ncw
<br /> � D4 GAIE VALVFR �o �F 9500 �0 \���
<br /> � 2X R/SER D/A. M/N. QW WA TER MANHOLf �SS�0 N A LR���
<br /> � � .:.:..:...
<br /> y:v..
<br /> a::.
<br /> '>:�'..t
<br /> � »:zz.�
<br /> �n>�`%�::>:>2?; . .
<br /> ::<r�.. <:s:s'r'�>" . ..
<br /> O .,. . , , .,....,......M.....>::"s>:...M......,,..:»s<�
<br /> .,.,._ ..,.:. .::.::.:.:........ ......... , ,. ...:;:;,«.;::..::,,.;:;.:...
<br /> :...,.,.:.,<�.,:..�.,�:a•::..;.;sr::....,::.......n::?:::..ti::.v.< :. :: `
<br /> :....:.,..,a.,.<�_ ..:..,...::,::. ..:;,;:;n.:;><:»::>.,?:.:.><:>�>�.� . . .,..�,......u.........a.a.,.....>..........a..........,......,.._......:....s... . .
<br /> .> ...,..a... .. .. .\.:.... . ......�.�:c.;<^.....:<..�.,�:....::�<r.,:;i:a^:."::tii:<:3�'?�:n?`<'�%:?.'f�'?�r�<'
<br /> ............. .
<br /> :<::..::,::..:;::.;.;''s.x..;::-,
<br /> ��� PHASE Z SEO/MENT R/SER B
<br /> ::a.:?:::\h....Nk .... b \...�:.:..,... �., .....>;<;.�::.wi.u,`..;:��,f<
<br /> qU
<br /> O � NOT it7 51P.ALE <,
<br /> .� o ,���?►o UND�RGRDUND UT/L/TY NOTE . 3/3//7
<br /> j o • /f
<br /> � �UBttC 0 K8 D����' � � UNDERGROUND U71LI17ES ARE SHOWN /N THE APPROX/MATE LOCA7lON. THERE /S s,,
<br /> � � y�,�._ NO GUARANTEE THAT ALL�U71LlTY LINES ARE SHOWN, OR THAT THE LOCA710N, J�B NUMBER:
<br /> Q� gY = SIZE AND MATER/AL lS ACCftRATE. THE CONTRACTOR SHALL UNCOVER ALL ;>; ] Ej�2 Z S
<br /> N � ,�AT� � Z�"f , !ND/CATED P/PING WHERE CROSS/NG, INTERFERENCES, OR CONNECTIONS OCCUR SHEET NAME:
<br /> .-� �r,�y� `�
<br /> �_::
<br /> � � ,:������n ���� ' - �� PRIOR TO TRENCHING OR EXCAVA7lON FOR ANY PIPE OR STRUCTURES, TO TD�O I
<br /> � � � �Z� Q L - DETERM/NE ACTUAL LOCA 710NS, S/ZE AND MA 7FR/AL. THE CONTRACTOR SHALL
<br /> ,�� C,/l� � MAKE THE APPROPR/ATE PROVIS/ON FOR PR07FCTION OF SA/D FAC/L/71ES. 7HE
<br /> o .� . ,, CONTRACTOR SHALL NOTI'FY ONE CALL A T 8-1-1 (WASHINGTON811.COM� AND
<br /> <.:
<br /> N
<br /> U
<br /> ;' `r
<br /> noN oF
<br /> FORE CONSTRUC . sHr
<br /> .� F EX/S77NG FACILl71ES BE
<br /> � .o � S �`�►v ARRANGE FOR FIELD LOCA 710N 0 5 5
<br /> . A
<br /> , I �, �
<br /> �
<br /> � ..:. . .. .... :.....:..:..:::::.::: .. .. .,....:.:_.. . ..:�:.
<br /> � . ......._.. .. . n::.:..._.. . .,,..�. ..,:.�..:.::>.:::.::..:..,.::.:::.:..:...�, <:;,�:�
<br /> . .............�.. ........................... . . . . . .. . .v.... ....._..... .. ... ...._.. < ...... . ..H. �� <;�.:
<br /> 1 ..:....:....:::...,:v.::;,e
<br /> t0 , ,. ..........,_�.......... ......:�:�;xM.>:F;.:...:>.:..,n;, �>.y �;;i��;:
<br /> � r z. F:,,
<br /> 1l�� ._..........,..........:.:.::..,.......:..,:.:�:....:......, . .. ......, ...... . . .,, z;c>. .i3;`..:�::):
<br /> � , ... ....., :.. ... .
<br /> z..,. .a.F> '<>�<z`;�•'k::'�:` , .
<br /> s w,. .,...,. r s...s....... ..... .. . :........... ..v..,:;..'w^' .. � ........,....:�..
<br /> � ::.q.?-:�a-�c. "
<br /> r..:,., ...::<:::,o .... ,..., � � t .-'"-.-:..,.�,�,. .,......,....o:�<.�:...<,a�rss�.�.�.u.,..�.,.,...karr..r......:i:>��>Sy',a���::>.,r.<
<br /> �„�O a .... .......... ,�:......,, .,..>...: >.�,....a.a:.�:�._,...F,,r......,.......,... ,...,.....�.
<br /> '�«::.:z:¢:s:'�:i :::;.;.
<br /> i;
<br /> .<.:;r,..;:::...a,f...:..wn.»_...........i�s'... ,k/...i.s;t«.a:..,sF .3'd.w .F.s r .�� .Xof:v.`� ��:�::r.,:.. :.::y.i•...:..^::
<br /> x L�
<br /> N� �; �2017 THE BLUELlNE GROUP
<br />
|