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Home My WebLink AboutR-370104m G 6 R I J Q rK \\\0% �l 4 fi \\ A A s z CC, -N .� �W�yy �p `� °yq� T, t if EDC LS m FILTER CONE OUTLET. PUM \\ CLARIFIED DISCHARGE IN70 OAl\ INSTALL NEW 6' PIC PIP£ AT \ \\ �. MIN 2W SLOPE; CONSTRUCT A 9 TEMPORARY CONNEC710N 70 3! 07S77NG STORM DRAIN. SEE DETAILS ON C22 CONNECT 70 EMS77NG Z N N C (DISCHARGE x MO 17MNG P01I 1 1 E 8 � 5 TOP 328.63 � w U i a q O O E 2 ti a 2 a o cS a% n� NO 00 Q W 6 ao q U W 00 6a m, alai 05A \ °yA op POWER TRANSMISSION TOWER tiq \ 'yA °y A O O O O \ 'yA yq \ % \ oyA O,y pyq LARGE STEEL POWER \�,L,O OyA\ O A \ 05- FOR TRANSMISSION LINES yq yA \ \X 0% A�p3 is AP CLEARING LIMITS CONSTRUCT 15 x80 (L) ROCK CANS7RUC EN7RANCE PER L, SHEET C22. ROCK CHECK D %AT 50.O.C. ON ED S LE AS OR AS NEEDED 1 4 \oy A Sq A py \� A °ham INTERCEPTOR SWALE 70 DIRECT RUNOFF TO SEDIMENT 7RAP. (71P) °yA \ \ °y\y4o�P 1 \ LOCO NOT T� SCALE 5 \0% °yA ,yggP 11 °y- , , �'0/, \\`\� oyO \ ,% (( p p f�"P y\ Vv yA bA rp� oq\ nLONG AB R11�C� LING \ . \ C2SdA 0/1, r2.1 (�) °yA O,Sq PRCIPOS� L S70CICPlLE AREA CpN7RACTOR Y ADJVST F007PRfl�fo 19 0 0 AND HEIGHT AS N17H /N (XEAPo kip 'sA '�.e\ �.. UM173 70 A _ COATE REL � A _ 2 1 (jYP) 66 % %LS _#,�3, 0s, 4Z °y °.. ' 'Oh ekl .AP 5 EX RUDED CO CRARY 12 A pyq �� k soco vz A FOR 7RAP 7 LOfA IS A MAY R RELOCATE 7IOV FOR THE CON 70R. CO!•l1R TOR MAY RELOCATE. ' °yA,: THIS FACILITY OR PLOY AL TE STORAGE 6 � EX-SflPff� -- °yq FACILITY (t-G. BAKE7kTANK) Ili INSPEC704 \ LIGHT "A ClCU 17RY' % iPWV APPROVAL (Typ) h ° ADC m A p% O� \� 9,6 °yq EXTRUDED 'Sq 01 fl — OVERHEAD POWER NLERENDYARON OF TRANSM155FON N1RE MEASURED ASP • ON JULY 27, 2013 TEMP. = 67F, HUMIDITY = 57.T. BAROMETRIC PRESSURE = 30.14' °yq CONSTRUCT /ON NOTES: //-�■y\ \\ oyA 1.) INSTALL CONSTRUCRON ENTRIES, PERM17FR SILT FENCE AND TEMPORARY SEDIMENT TRAP. 0 I 0 \ 2) CLEAR AND GRUB REMAINDER OF SITE WITHIN CLEARING LIMITS. 3) ROUGH GRAVE S70CKPILE AND STAGING AREAS TO CREATE LEVEL SUBGRADE. OyA ,� 03 4) INSTALL PERIMETER INTERCEPTOR SWAGES. Aa{P• z SEDIMENT 7RAP SI2/NG CALCULA7/OYVS 5) PLACE AND COMPACT FILL PER PROJECT GE07ECHNICAL ENGINEER'S DIRECTION. 0 SEE DETAIL SHEET C22 6) PROTECT STOCKPILE WITH SHEET PLASTIC. UT 7) SEE 07HER 7ESC N07ES AND DETAILS SHEET C22 OF 16. DEFS/TE STOCKPILE / STAGING �j 70P OF NEW DIMENSION: 22 FT. x 24 FT. WORK SHOWN IS ALLOWED PER EX/S77NG LIMITED USE PERMIT rr 80770M ELEVA77ON = 325.5 FROM PSE. (RECORDED UNDER AUDITORS FILE NO. 6514859) BERM ELEVARGN =331.0 SPEC /AL EROS /ON CONTROL NOTES DESIGN FLONRATE = DEVELOPED 2 -YR RUNOFF EVENT (ASSUMING 100% IMPERVIOUS COVERAGE) = 0.1646 CFS (CONSERVA77W) REQUIRED SURFACE AREA = DESIGN FLONRATE x ZOBO SO. FT. = 343 SO. FT. PROVIDED SURFACE AREA AT D. WS. (329.0) - 500SF P A. 7HE SOIL MOISTURE HOLDING CAPACITY OF COMPLE770M WU NOT BE COVERED BY IMF FACILITY MUST BE PROTECTED. THE DUFF I UNDISTURBED STATE 70 THE MAXIMUM EX7 B. ANY DUFF LAYER OR TOPSOIL REMOVED DI DESIGNATED, CONTROLLED AREA NOT ADJA MATERIAL SHALL BE REAPPLIED TO 07HER C THE SOIL IN ANY AREA THAT HAS BEEN CI LAYER OR UNDERLYING TOPSOIL REMOVED MOISTURE- HOLDING CAPACITY. THE AMEND, REPLACED TOPSOIL SHALL HAVE ORGANIC AND A PH SUITABLE FOR THE PROPOSED I i SURFACES THAT AT PR06ECT OR INCORPORATED IN70 A DRAINAGE TOPSOIL SHALL BE RETAINED IN AN ILL BE STOCKPILED ON97E IN A -SOURCES AND CRITICAL AREAS THE 97E NHERE FEASIBLE. ' HAS HAD SOME OR ALL OF THE DUFF 7 TO MI77GA7E FOR LOSS OF PLACE BETWEEN MAY 1 AND OCTOBER 1. IETNEEN 8 AND 13 PERCENT DRY HEIGHT -�)ryA E 2 ,2. yA 0 _ — J SIGN BLOCK WATCH' � J/ \ 3�P99 REMOVE 14OLF: OF EXTRUDED CURB s 4".4" POST \ t ADDRESS SIGN ANC. & STONE SCALE: 1"= 20' 0 10 20 40 CITY 0 � RENTON Approved b . ^+s�fU' r) Date: fu/3(73 Approved by: Date: Approved by: Date: Approved by: Date: cp; ✓- 370(04 1� TRIAD ASSOCIATES 12112115th Ave. NE KiMand, WA 98034-6923 425.821.8448 425.821.3481 fax 8W tftft.07%toll free vm^x.tdadassociates.net Q 3a x OV 3 co = J W Q Qa � QO j V 2 �4 W C9 2 C m o O y4 E3 � �o e li l� o $ n n Q n o m w U i a q O O E 2 ti a 2 a o cS a% n� NO 00 Q W 6 ao q U W 00 6a m, alai 05A \ °yA op POWER TRANSMISSION TOWER tiq \ 'yA °y A O O O O \ 'yA yq \ % \ oyA O,y pyq LARGE STEEL POWER \�,L,O OyA\ O A \ 05- FOR TRANSMISSION LINES yq yA \ \X 0% A�p3 is AP CLEARING LIMITS CONSTRUCT 15 x80 (L) ROCK CANS7RUC EN7RANCE PER L, SHEET C22. ROCK CHECK D %AT 50.O.C. ON ED S LE AS OR AS NEEDED 1 4 \oy A Sq A py \� A °ham INTERCEPTOR SWALE 70 DIRECT RUNOFF TO SEDIMENT 7RAP. (71P) °yA \ \ °y\y4o�P 1 \ LOCO NOT T� SCALE 5 \0% °yA ,yggP 11 °y- , , �'0/, \\`\� oyO \ ,% (( p p f�"P y\ Vv yA bA rp� oq\ nLONG AB R11�C� LING \ . \ C2SdA 0/1, r2.1 (�) °yA O,Sq PRCIPOS� L S70CICPlLE AREA CpN7RACTOR Y ADJVST F007PRfl�fo 19 0 0 AND HEIGHT AS N17H /N (XEAPo kip 'sA '�.e\ �.. UM173 70 A _ COATE REL � A _ 2 1 (jYP) 66 % %LS _#,�3, 0s, 4Z °y °.. ' 'Oh ekl .AP 5 EX RUDED CO CRARY 12 A pyq �� k soco vz A FOR 7RAP 7 LOfA IS A MAY R RELOCATE 7IOV FOR THE CON 70R. CO!•l1R TOR MAY RELOCATE. ' °yA,: THIS FACILITY OR PLOY AL TE STORAGE 6 � EX-SflPff� -- °yq FACILITY (t-G. BAKE7kTANK) Ili INSPEC704 \ LIGHT "A ClCU 17RY' % iPWV APPROVAL (Typ) h ° ADC m A p% O� \� 9,6 °yq EXTRUDED 'Sq 01 fl — OVERHEAD POWER NLERENDYARON OF TRANSM155FON N1RE MEASURED ASP • ON JULY 27, 2013 TEMP. = 67F, HUMIDITY = 57.T. BAROMETRIC PRESSURE = 30.14' °yq CONSTRUCT /ON NOTES: //-�■y\ \\ oyA 1.) INSTALL CONSTRUCRON ENTRIES, PERM17FR SILT FENCE AND TEMPORARY SEDIMENT TRAP. 0 I 0 \ 2) CLEAR AND GRUB REMAINDER OF SITE WITHIN CLEARING LIMITS. 3) ROUGH GRAVE S70CKPILE AND STAGING AREAS TO CREATE LEVEL SUBGRADE. OyA ,� 03 4) INSTALL PERIMETER INTERCEPTOR SWAGES. Aa{P• z SEDIMENT 7RAP SI2/NG CALCULA7/OYVS 5) PLACE AND COMPACT FILL PER PROJECT GE07ECHNICAL ENGINEER'S DIRECTION. 0 SEE DETAIL SHEET C22 6) PROTECT STOCKPILE WITH SHEET PLASTIC. UT 7) SEE 07HER 7ESC N07ES AND DETAILS SHEET C22 OF 16. DEFS/TE STOCKPILE / STAGING �j 70P OF NEW DIMENSION: 22 FT. x 24 FT. WORK SHOWN IS ALLOWED PER EX/S77NG LIMITED USE PERMIT rr 80770M ELEVA77ON = 325.5 FROM PSE. (RECORDED UNDER AUDITORS FILE NO. 6514859) BERM ELEVARGN =331.0 SPEC /AL EROS /ON CONTROL NOTES DESIGN FLONRATE = DEVELOPED 2 -YR RUNOFF EVENT (ASSUMING 100% IMPERVIOUS COVERAGE) = 0.1646 CFS (CONSERVA77W) REQUIRED SURFACE AREA = DESIGN FLONRATE x ZOBO SO. FT. = 343 SO. FT. PROVIDED SURFACE AREA AT D. WS. (329.0) - 500SF P A. 7HE SOIL MOISTURE HOLDING CAPACITY OF COMPLE770M WU NOT BE COVERED BY IMF FACILITY MUST BE PROTECTED. THE DUFF I UNDISTURBED STATE 70 THE MAXIMUM EX7 B. ANY DUFF LAYER OR TOPSOIL REMOVED DI DESIGNATED, CONTROLLED AREA NOT ADJA MATERIAL SHALL BE REAPPLIED TO 07HER C THE SOIL IN ANY AREA THAT HAS BEEN CI LAYER OR UNDERLYING TOPSOIL REMOVED MOISTURE- HOLDING CAPACITY. THE AMEND, REPLACED TOPSOIL SHALL HAVE ORGANIC AND A PH SUITABLE FOR THE PROPOSED I i SURFACES THAT AT PR06ECT OR INCORPORATED IN70 A DRAINAGE TOPSOIL SHALL BE RETAINED IN AN ILL BE STOCKPILED ON97E IN A -SOURCES AND CRITICAL AREAS THE 97E NHERE FEASIBLE. ' HAS HAD SOME OR ALL OF THE DUFF 7 TO MI77GA7E FOR LOSS OF PLACE BETWEEN MAY 1 AND OCTOBER 1. IETNEEN 8 AND 13 PERCENT DRY HEIGHT -�)ryA E 2 ,2. yA 0 _ — J SIGN BLOCK WATCH' � J/ \ 3�P99 REMOVE 14OLF: OF EXTRUDED CURB s 4".4" POST \ t ADDRESS SIGN ANC. & STONE SCALE: 1"= 20' 0 10 20 40 CITY 0 � RENTON Approved b . ^+s�fU' r) Date: fu/3(73 Approved by: Date: Approved by: Date: Approved by: Date: cp; ✓- 370(04 1� TRIAD ASSOCIATES 12112115th Ave. NE KiMand, WA 98034-6923 425.821.8448 425.821.3481 fax 8W tftft.07%toll free vm^x.tdadassociates.net Q 3a x OV 3 co = J W Q Qa � QO j V 2 �4 W C9 2 C m o O y4 E3 � �o °z QXIXRY T. ANEAU PLS PEDn= NANA= MAMC S HARMWX PIS FRI)B T SUPsYOS ATM C FLYMK PE FHOIBLT FNGUI= DEWX LFIK RLA FHOISM LANDS AP8 ASCEITNT F®SY SUMUITAL DAYS: 10115112 Sf.AI& 10M 11-20' W-AfIA 9T W NUr VALID UNLESS SN2UW AND DAM JOB NO. 09 -029 SSB6r N0. � A .0 il A e o $ °z QXIXRY T. ANEAU PLS PEDn= NANA= MAMC S HARMWX PIS FRI)B T SUPsYOS ATM C FLYMK PE FHOIBLT FNGUI= DEWX LFIK RLA FHOISM LANDS AP8 ASCEITNT F®SY SUMUITAL DAYS: 10115112 Sf.AI& 10M 11-20' W-AfIA 9T W NUr VALID UNLESS SN2UW AND DAM JOB NO. 09 -029 SSB6r N0. � A .0 il A