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SW 1/4, SEC 9, TWP 29N, RGE 5E, W,M, � _
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<br /> PHASED C�NSTl4UCT/ON SEQUENCE o�o
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<br /> 1. PRIOR TO ANY CONSTRUC710N OR DEVELOPMENT ACTIVITY, A PRECONSTRUC770N a�a
<br /> MEETING MUST BE HELD.
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<br /> 2. FLAG CLEARING UMlTS OF PHASE 1 �"?
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<br /> 3 /NSTALL HIGH VlSIBILITY FENCING MARKING LlMIT OF 200FT SHOREUNE BUFFER.
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<br /> 4. INSTALL STABILIZED CONSTRUCTION ENTRANCE BEFORE ENTERING SITE WITH HEAVY ���
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<br /> EQUIPMENT. F a�
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<br /> 5. INSTALL SlL T FENCE AS lNDICA TED ON PLAN. B L U E L I N E �
<br /> 6. INSTALL OFFSITE CATCH BASIN PROTEC770N.
<br /> SCALE:
<br /> 7. CONS7RUCT PHASE 1 SEDIMENT POND. � 4'M/N. � r�'M/N. OVFRFLOW AS NOTED
<br /> 1'M/N. FREEBOARD PROJECT MANAGER:
<br /> 8. CLEAR AND GRUB AREAS OF THE SITE TO BE ROUGH GRADED OR FILLED. ABOVE OVFRFLOW � 16.50'
<br /> PIPE CHRISTOPHER H. MILLER, PE
<br /> 9. INSTALL INTERCEPTOR SWALES/BERMS AND CHECK DAMS. MWS 15.50' �1 y'�5'` '
<br /> COMPACTED PROJECT ENGINEER:
<br /> 10. ROUGH GRADE PHASE 1 POR770N OF THE SITE, AND PROVIDE INLET PROTECTION AS ,, � � EARTH BERM ROBERT DAHN
<br /> NECESSARY.
<br /> �y 2'SErninrc oEPrH �� � � � � DESIGNER: � ���,��� �
<br /> 11. FLAG CLEARING LlMIT OF PHASE 2, AND REMOVF HIGH VISIBILITY FENCING MARKING '
<br /> LlMITOFSHORELINEBUFFER. ��9 3.5 --- - � -- ---- - /
<br /> JUSTIN H. RODDA
<br /> �`' — � To CB 32 _ ISSUE DA TE:
<br /> 12 /NSTALL ADDl710NAL SILT FENCE, CONSTRUC770N ENTRANCE, ETC. ON PHASE 2 1.5'SEDIMENT STORAGE
<br /> FLAT BOTTOM
<br /> POR770N OF SITE PER TESC PLAN - PHASE 2. 3/29/2017
<br /> 12 00'
<br /> 13. CONSTRUCT SEDIMENT POND A AND SEDIMENT POND B AS PART OF PHASE 2
<br /> DETAIL THIS SHEET
<br /> 14. CLEAR AND GRUB PHASE 2 AREA TO BE ROUGH GRADED OR FILLED
<br /> 15. CONS7RUCT/MODIFY INTERCEPTOR SWALES/BERMS AND CHECK DAMS. NOTE.• POND MAY BE FORMED BY BERM OR BY
<br /> PARTIAL OR COMPLETE EXCAVA110N
<br /> 16. COMPLETE SITE 5TABlLlZA770N lN ACCORDANCE WITH THE PLANS AND SWPPP.
<br /> 17. CLEAN STORM DRA/NAGE SYSTEM, ON AND OFFSl7F, OF ALL SEDIMENT AND DEBRIS. P HA S E 2 T E M P O RA R Y S E�/M E N T P O N� A L E G E N�
<br /> NOT TO SCALE „
<br /> PER CITY STD 217 & 218 PROPOSED FEATURES
<br /> �--�BOUNDARY ❑ ASPHALT PAVEMENT
<br /> RIGHT-OF-WA Y
<br /> CURB FLOWLINE � CONCRETE Z
<br /> SIDEWALK ��� �
<br /> f� �
<br /> — CENTER UNE N
<br /> �
<br /> POLYE"lHrLENE CAP PROVIDE ADEQUA7S -------------SAWCUT �
<br /> � S7RAPPlNG
<br /> W
<br /> r EA.SEMENT �
<br /> BUILDING FOOTPRINT
<br /> ,�
<br /> ------
<br /> —BUILDING OVERHANG �y
<br /> 8'PfRF01RAlED POLYE'7HYLENE �°
<br /> ORA/NACE 1ue�Nc, DIi4�uf7ER M/N. 18, -- - ------- BUILDING ROOFLINE �"
<br /> TUB/NG Sl1ALL COMPLY w►nt Asnu CORRucA�v - - - - - - -BUILDING SETBACK BSBL
<br /> f667 AND AASHTO M29A � � �
<br /> MfTAL
<br /> RisEa 3.5'M/N.
<br /> TESC FEATURES
<br /> WA)ERAGHT 3'D/A DEWA7ERlNG ARIFIC� SCNEDULE s0
<br /> COUPUNG 7 R
<br /> TACK WELD S7EEL S1UB MIN. 2' 1
<br /> 190 10'PROPOSED CONTDURS �--= SLOPE DAGGER
<br /> 192 2'PROPOSED CONTOURS �g RIPRAP PAD "�
<br /> RETA/N/NG WALL `'
<br /> ROCKERY � ROCK CHECK DAM
<br /> s'M/N. —II ��- u—DAYLIGHT LINE � STRAW BALE
<br /> 18" lN. ALIERNAAVELY, METAL STAKES AND INRE -�FILTER FENCE � OVERFLOW STRUCTURE
<br /> �� MAYBE USED TO PREVENT FLOTAAON �-
<br /> cavcR�eASE CONS7RUC770N FENCE � �MPORARY CB, TYPE l
<br /> —� ••• --� INTERCEPTOR SWALE � �,
<br /> 2X RISER DIA. M/N. INTERCEPTOR CULVERT OO TEMPORARY C8, TYPE ll ,;,: m
<br /> ,:
<br /> TEMPORARY STORM PIPE � PIPE FLOW
<br /> PHASE Z SEO/MENT R/SER A `.
<br /> CLEARED AREA W
<br /> Nor ro sc.4cE ;� TEMPORARY STAND PIPE %
<br /> ,� F-
<br /> PER p7Y S7D 219 Q
<br /> '' LlMITS OF CLEARING � TRIANGULAR SILT DIKE �
<br /> INTERIM CATCH BASIN �u p
<br /> OO PROTEC770N (INSERT) � CONSTRUC710N ENTRANCE � �
<br /> EX/ST/NG FEATURES
<br /> � � / � �
<br /> - - ADJACENT PLAT ARCEL LlNE AlR VAC RELEASE VALVE � O
<br /> - - ADJACENT RIGHT-OF-WAY �- BLOW OFF i � `
<br /> — CENTERLINE � lRRlGA770N METER � � ��
<br /> EASEMENT 'n
<br /> - - - - - - -SURFACE FEA T URES � lRRIGA 770N VAL VE � � V
<br /> /1Ll�L�/1/�/1 BUILDING FODTPRINT J� WATER WELL �� �
<br /> --------- TOP OF 40°�SLOPE r� HOSE B/B � � � �
<br /> -----S1FEP SLOPE BUFFER � pOWER POLE
<br /> — • • — • —EDGE OF WETLAND ' 'n
<br /> •••••••••••••••••••• {NFTLAND BUFFER � GUYANCHOR � �+�1
<br /> , 1'M/N. OVFRFLOW 10'CONTOURS �---¢ STREET LIGHT ,' � O Q
<br /> 1'MIN. fREEBOARD 4 M/N. r 2�CONTOURS �
<br /> ABOVE OVFRFLOW � � , ————SD—STORM DRAIN PIPE � POLE LIGHT % � �
<br /> PIPE � 16.50 �
<br /> —SS—SEWER MAIN �P POWER VAULT nI
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<br /> MWS 15.50' �� COMPACTED ----W— Wq 7FR MAIN E MAIN � 7RANSFORMER � � ,
<br /> � , , � EARTH BERM � � �
<br /> �F1 P AERIAL POWER LINE ,F� POWER METER
<br /> �'y 2'SETTLING DEPTH . -- —_ P- BURIED POWER LINE C�'
<br /> ��� 3 5' ----�— GAS MAIN � JUNC770N BOX
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<br /> �y - --- �—BURIED CABLE � �AS METER �� � � QI r�Y
<br /> f --- ---� ---- - TOEXCB _ -- — —��' BURIED N K� GAS VALI/E �: � ` "V
<br /> FLAT BOTTOM �•5'SEDIMENT STORAGE _ ___ _ __ _ __ _ � -- —OTV--- AERIAL N � FIBER OP71CS MANHOLE i � � Q N
<br /> 12 00� - - -T — BURIED TELEPHONE LINE �:� TV RISER
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<br /> - --0 H T-- AERIAL TELEPHONE LINE �� � In
<br /> DETAIL THIS SHEET --- — — --P/T-- BURIED POWER/TELEPHONE �__� ��COMM VAULT � � �
<br /> — --—0 H P T-- AERIAL POWER/TELEPHONE r� TELECOMM RISER � O
<br /> N O T E.• P O N D M AY BE FORMED BY BERM OR BY --- ---OHU--AERIAL U77L117ES �� 7F�COMM JUNCTION BOX 1'f1 � J
<br /> PARTIAL OR COMPLETE EXCA VA 710N - --- —F 0—BURIED FIBER OP 11C CABLE ' V� �
<br /> — -- X-- WIRE FENCE �_" �AFFIC SIGNAL �F; 1 , � �
<br /> --
<br /> ----� CHAINUNK FENCE o MA/L BOX � �
<br /> PHASE Z TEMPORAI'�Y SEO/MENT P�NO B --- � —BOARDFENCE � s,�N Q W
<br /> DITCH OR SWALE 0 Q �
<br /> NOT TD SCALE � �- RAILROAD BOLLARD �
<br /> PER CITY STD 217 & 218
<br /> � � � � GUARD RAIL � SOIL L06 TEST PlT '� � �
<br /> U ��_'�'� RETAIN/NG WALL <�� CONIFEROUS TREE � N ,
<br /> <�X-�_���� ROCKERY /%� � �
<br /> ❑ CA TCH BASIN, TYPE l {�•� DEClDUOUS TREE �
<br /> ParFn�n�av£cnP PRONDE ADEQUA7E ❑� CATCH BASIN, TYPE ll � CONIFEROUS TREE � Y, �
<br /> S7RAPPlNG
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<br /> /� Q SD PIPE FLOW TO BE SAVED �
<br /> O YARD DRAIN �
<br /> DECIDUOUS TREE T �
<br /> STORM CLEANOUT � TO BE SAVFD � �
<br /> B'PERFORA7ED POLYE7HriENE � �
<br /> � ORA/NAGE 7UB/NG, DIAMEIER AIlN. � �ETAL � STORM DRAIN STUB � ASPHAL T � � � `
<br /> TUBING SHALL COMPLY Nl7N AS7M CORRUGA7ID
<br /> F667 AND AAS14T0 AI29A
<br /> 3 Ris� 3.5'M/N. > STORM CULVERT END �
<br /> a
<br /> wn�ncHr CONCRETE
<br /> raat wa.� STE£L S7UB MIN. O SEWER CLEANOUT ❑ F'
<br /> � COUPLING s'D�A DEWA7ER/NG ARIFIC� SCH£DUL£40 SEWER MANHOLE
<br /> �
<br /> � � Q SS PIPE FLOW � GRAVEL
<br /> v . � SEWER STUB ' ��,��p H W RSy 'L/
<br /> Z 6 M/N. � WETLAND � � �
<br /> � o sEPnc uo s �
<br /> � 1B� lN. AL7ERNAJIVELY, M£TAL STAKES AND W1RE S-� FlRE HYURANT ❑ U ��
<br /> A/AY BE USED TO PR£VENT FLOTAAON 240.Z SLOPE
<br /> � CANCRE7E BASE �
<br /> WA T£R METER � -o � �
<br /> � � 2X RISER DIA. MIN. �w WqTER MANHOLE / �o SS 49500 � ��
<br /> � ° F F��S T ERF. G�
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<br /> � PHASE Z SEL�/MENT R/SER B ,-,. . :.y, 6.��,,������.��a.�, ,� d��; �� �;,� ��:�� Na�
<br /> � `o �� , ,�� a�.��q�� F���:;- �=:�� � , �
<br /> � o NOT 7t7 SCALE
<br /> UNDERGROUN� UT/L/TY N�TE � 3 29 ��
<br /> �� Pm arr sm z�s
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<br /> UNDERGROUND U11LlTlES ARE SHOWN lN THE APPROXIMATE LOCA110N. THERE lS
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<br /> Q� NO GUARANTEE THAT ALL UTILITY UNES ARE SHOWN, OR THAT THE LOCATION, ' JOB NUMBER:
<br /> �� � r,r-..�,r�;
<br /> SIZE AND MATERIAL lS ACCURATE. THE CONTRACTOR SHALL UNCOVER ALL ] 6—Z 2 S
<br /> � N ���; ,���,� r,,� ,:�..r-r:, . ��+.� lNDICA TED PlPING WHERE CROSSING, lN TERFERENCES, OR CONNECTIONS OCCUR
<br /> PRIOR TO TRENCHING OR EXCAVA770N FOR ANY PIPE OR STRUCTURES, TO SHEET NAME:
<br /> DETERMINE ACTUAL LOCA TIONS, SIZE AND MA TERIAL. THE CONTRACTOR SHALL TD�O �
<br /> � / �a MAKE THE APPROPRIATE PROI/lSION FOR PROTECTION OF SAID FACILI
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<br /> �� TE � �"�'����� CONTRACTOR SHALL NOTIFY ONE CALL A T 8-1-1 (WASHINGTON811.COM) AND
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<br /> �o cv � YOFE�_ �i,:;� i.�Vlt4w . �
<br /> � � ,, � ��� ARRANGE FOR FIELD LOCA 110N OF EXlS17NG FACILITIES BEFORE CONSTRUCTION. � sHr 4 OF 4
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<br /> N � �i �2017 THE BLUELINE GROUP
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<br /> . . . �,�a€.�sl`Hy'.N, . .&%i.�r.��,..�•�:� - �.�.�wcd"�:r��at��o.'.rL;;�n'''��
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