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Home My WebLink AboutzR-4035Set7 6 1 5 I 3 1 2 Lo O I C) I 0 W PUGET SOUND ENERGY TALBOT HII... SUBSTATION -11 k 230KV S"\\/V1TCHYAR F SE �/4 SECTION 30., TOWNSHIP 23 NORTH., RANGE 5 EAST, W.M. LEGAL DESCRIPTION PARCEL #202305-9003: SW1,4 OF NEI/4 LESS PORLY BET PSPBL CO 50 FT ESMT & BPA 200 FT ESMT LESS FOR D POR WITHIN PSPBL CO 200 FT SHUFFLETON R/W SUBJ TO ESMTS TCO 17-802 PARCEL #202305-9066: POR OF SE1,4 OF NEI/4 LY WLY OF C OF S PIPE LN R/W ALSO POR SD SUBD LY NLY OF SLY LN OF BONNEILLE TRANS LN ESMT R/W & ELY OF C OF S PIPE LN R/W SUBJ TO ESMTS - TCO 17-741 SITE DATA: LOCATION: 2400 S PUGET DRIVE, RENTON WA 98055 SURVEY NOTES 1. PURPOSE OF THIS SURVEY THIS SURVEY WAS PERFORMED IN AUGUST AND SEPTEMBER, 2014 AND OCTOBER, 2015 IN SUPPORT OF A PUGET SOUND ENERGY SUBSTATION UPGRADE PROJECT. 2. BASIS OF BEARING WASHINGTON COORODINATE SYSTEM, NORTH ZONE, NAD83 (NSRS 2011). 3. VERTICAL DATUM NAVD 88 NOTE: NGVD 29 = NAVD 88 MINUS 3.5'. SOURCE - CORPSCON FOR WINDOWS CONVERSION SOFTWARE VERSION 6.0.1. C 4. SITE BENCHMARKS DEA CONTROL POINT NO. 3006, A ',2' REBAR WITH "DEA CONTROL" CAP AT THE TURN INTO THE SUBSTATION, 75' S36OW FROM POWER POLE 317326/166450. ELEV = 436.88 FEET. DEA CONTROL POINT NO. 3008, A MAG NAIL AND "DEA CONTROL" WASHER IN THE TALBOT STATION, 87' S880E FROM A CATCH BASIN AND 39' N770E FROM A CATCH BASIN. ELEV = 438.63 FEET. 5. METHODOLOGY FIELD MEASUREMENTS FOR THIS SURVEY WERE PERFORMED USING A LEICA MS50 TOTAL STATION, LEICA P20 SCANSTATION AND LEICA GS 14 GPS RECEIVER. THIS SURVEY COMPLIES WITH THE MINIMUM REQUIRED "ERROR OF CLOSURE" OF 1:10,000 FOR WASHINGTON STATE PLANE COORDINATES AS SET FORTH PER W.A.C. 332-130-090 (AND POSITIONAL TOLERANCE LEVELS OF LESS THAN 0.011 METERS). i c c� � m a f' I � s� / / I B I I I I I • _ ......... _ _ _ _.............................._... ..�::._:_...v I 3 ;2�30KV, $WITEHYARD ��M f � .-_..: __rr I I... .. _ ,._._ _._......__...._...... - ......... ..................................�-.............. '! 1 1 5 ky $_ L"fil 4" IJ A i AREA PLAN w a 0 8 7 6 $FILE$ SURVEY NOTES (CONTINUED) 6. PROPERTY LINES THIS IS NOT A BOUNDARY SURVEY. PROPERTY LINES SHOWN HEREON ARE BASED UPON READILY AVAILABLE PUBLIC RECORDS. TOGETHER WITH LOCAL MONUMENT TIES AND ARE SHOWN FOR GRAPHIC PURPOSES ONLY. PROPERTY CORNERS WERE NOT STAKED IN CONJUNCTION WITH THIS SURVEY. 7. MONUMENT VISITAION ALL SURVEY MONUMENTS AND OTHER SURVEY MARKERS SHOWN HEREON WERE VISITED DURING DECEMBER, 2008 UNLESS OTHERWISE INDICATED. 8. ENCUMBRANCES CHICAGO TITLE INSURANCE COMPANY PLAT CERTIFICATE DATED 2008 USED FOR LAND DESCRIPTION AND ENCUMBRANCES OF RECORD. NO FURTHER SEARCH INTO THE RECORD WAS REOUESTED OR PERFORMED. 9. UNDERGROUND UTILITIES UNDERGROUND UTILITIES SHOWN REPRESENT FIELD SURVEYED PAINT MARKS AS PLACED ON THE GROUND BY A PRIVATE UTLITIY LOCATE SERVICE TOGETHER WITH AVAILABLE UTILITY AS -BUILT AND REFERENCE DRAWINGS. NO GUARANTEE IS MADE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED OR THAT THE UNDERGROUND UTILITIES ARE SHOWN IN THEIR EXACT LOCATION. THE UTILITIES ARE SHOWN AS ACCURATELY AS POSSIBLE FROM AVAILABLE INFORMATION. 10-CONTOUR INTERVAL 1 FOOT 11.SUBSURFACE CONDITIONS SUBSURFACE CONDITIONS WERE NOT EXAMINED OR CONSIDERED AS PART OF THIS SURVEY. 12.1-800-424-5555 MUST BE CALLED NOT LESS THAN 48 HOURS BEFORE BEGINNING EXCAVATION WHERE ANY UNDERGROUND UTILITIES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN BEARING SUBSTANTIAL REPAIR COSTS (UP TO THREE TIMES THE COST OF REPAIRS TO THE SERVICE). GENERAL NOTES 1. ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE REOUIREMENTS OF THE LATEST STATE OF WASHINGTON DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION AND THE CITY/COUNTY PUBLIC ROAD STANDARDS UNLESS OTHERWISE NOTED. 2. IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT ALL UTILITY COMPANIES TO COORDINATE CONSTRUCTION. ALL UTILITY RELOCATION WORK SHALL BE AT THE EXPENSE OF THE APPLICANT AND MUST BE IN ACCORDANCE WITH THE STANDARDS OF THE CITY/COUNTY. 3. BURIED UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATION. THE CONTRACTOR SHALL HAVE THE UTILITIES VERIFIED ON THE GROUND PRIOR TO ANY CONSTRUCTION. 4. ANY REVISIONS TO THESE PLANS MUST BE REVIEWED AND APPROVED BY THE CITY/COUNTY DEVELOPMENT ENGINEERING SECTION PRIOR TO ANY IMPLEMENTATION IN THE FIELD. 5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. BEFORE WORKING IN THE CITY/COUNTY RIGHT-OF-WAY, THE CONTRACTOR SHALL: A. OBTAIN A GENERAL PERMIT FROM THE CITY/COUNTY. B. SUBMIT A FINANCIAL GUARANTEE TO THE CITY/COUNTY TO ASSURE SATISFACTORY COMPLETION OF THE WORK. C. PROVIDE PROOF OF LIABILITY INSURANCE IN AN AMOUNT REOUIRED BY THE CITY/COUNTY. 7. THE CONTRACTOR SHALL NOTIFY THE APPLICANT'S ENGINEER IN THE EVENT OR DISCOVERY OF POOR SOILS, STANDING GROUNDWATER, OR SEVERE DISCREPANCIES FROM SOIL LOG DESCRIPTIONS AS NOTED ON THESE PLANS. 8. ISSUANCE OF A SITE DEVELOPMENT PERMIT BY THE CITY/COUNTY DOES NOT IMPLY OR SIGNIFY THAT THE PROPOSED WORK COMPLIES WITH THE REQUIREMENTS OF OR IS ALLOWED BY OTHER ORDINANCES, REGULATIONS, OR REOUIREMENTS, OR STATE OR FEDERAL LAWS. CONTRACTOR WILL ACCEPT SOLE RESPONSIBILITY AND LIABILITY FOR COMPLIANCE WITH ALL STATE, FEDERAL, AND LOCAL RULES, REQUIREMENTS, LAWS, ORDINANCES, AND REGULATIONS. 9. THE CITY/COUNTY IS AUTHORIZED TO MAKE INSPECTIONS AND TAKE SUCH ACTIONS AS REOUIRED TO ENFORCE THESE REGULATIONS. THE CITY/COUNTY REPRESENTATIVE SHALL PRESENT PROPER CREDENTIALS AND MAKE A REASONABLE EFFORT TO CONTACT THE PROPERTY OWNER BEFORE ENTERING ONTO PRIVATE PROPERTY. 10. SHOULD THE CITY/COUNTY BECOME AWARE OF CONDITIONS THAT INVALIDATE THE ORIGINAL DESIGN DATA USED TO OBTAIN THE PERMIT OR DETERMINE THAT THE APPLICANT IS NOT COMPLYING WITH N O THE PERMIT R APPROVED PLANS, THE CITY/COUNTY THE CONDITIO S F I 0MAY REVOKE THE ORIGINAL I L PERMIT AND/OR ORDER WORK STOPPED ON THE PROJECT. THEY MAY REQUIRE THE APPLICANT TO RESUBMIT INFORMATION OR PLANS FOR REVIEW AND APPROVAL AND APPLY FOR A NEW PERMIT. 5 200 0 200 400 GRAPHIC SCALE 1" = 200' 0 -01 JER,��, _ r Ord 49527 G4�Q AL li f l5 ib 3 REVISION DESCRIPTION: PERMIT SUBMITTAL CAD ENGINEER REVIEWED APPROVED SI TE 1 A i ! {_ Z S it � w 16 r (f Q i H tD I RENTON DRAWING LIST: DWG NO: SHT NO: D-2867R 1 D-2867R 2 D-2967R 3 D-287OR 1 D-1 8730 1 D-1 8731 1 2 3 4 5 D-18732 1 2 3 D-1 8734 1 2 3 D-1 8735 1 2 D-18736 1 2 D-1 8737 1 2 D-18738 1 2 D-18739 1 2 D-18746 1 2 3 4 TITLE: FOUNDATION REMOVAL PLAN SHEET 1 OF 3 FOUNDATION REMOVAL PLAN SHEET 2 OF 3 FOUNDATION REMOVAL PLAN SHEET 3 OF 3 STRUCTURAL REMOVAL PLAN SITE PLAN AND GENERAL NOTES TOPOGRAPHIC SURVEY SHEET 1 OF 5 TOPOGRAPHIC SURVEY SHEET 2 OF 5 TOPOGRAPHIC SURVEY SHEET 3 OF 5 TOPOGRAPHIC SURVEY SHEET 4 OF 5 TOPOGRAPHIC SURVEY SHEET 5 OF 5 TEMPORARY EROSION/SEDIMENT CONTROL PLAN-230KV SWITCHYARD TEMPORARY EROSION/SEDIMENT CONTROL PLAN -ACCESS ROAD TEMPORARY EROSION/SEDIMENT CONTROL DETAILS GRADING AND FENCING PLAN 230KV SWITCHYARD GRADING AND FENCING PLAN 115KV SWITCHYARD GRADING SECTIONS AND DETAILS ACCESS ROAD PLAN SHEET 1 OF 2 ACCESS ROAD PLAN SHEET 2 OF 2 DRAINAGE PLAN DRAINAGE SECTIONS AND DETAILS DETENTION POND PLAN DETENTION POND SECTIONS AND DETAILS FOUNDATION PLAN SHEET 1 OF 2 FOUNDATION PLAN SHEET 2 OF 2 STRUCTURAL PLAN SHEET 1 OF 2 STRUCTURAL PLAN SHEET 2 OF 2 VISUAL BARRIER PLANTING PLAN SHEET 1 OF 4 VISUAL BARRIER PLANTING PLAN SHEET 2 OF 4 VISUAL BARRIER PLANTING PLAN SHEET 3 OF 4 VISUAL BARRIER PLANTING PLAN SHEET 4 OF 4 PSE ENGINEERING CONTACTS 355 110TH AVE NE, BELLEVUE WA. 98004 GROUP NAME PHONE EMAIL PROJECT MANAGEMENT MOLLY REED 425-462-3933 molly.reed@pse.com ELECTRICAL ALISON SMITH 425-914-8621 alison.smith@pse.com CIVIL CHRIS RUSSELL 425-766-3529 christopher.russell@pse.com CONSTRUCTION MANAGEMENT CODY SPENCE 425-466-8946 cody.spence@pse.com CONTROLS YUNG FU 425-922-1742 yung.f u@pse.com PERMITTING JEFF McMEEKIN 425-462-3824 jeff.mcmeekin@pse.com R-403501 IN COMPLIANCE WITH CITY OF RENTON STANDARDS EDEVELOPMENTENGINEERING 2 17 •O 05/09/ 0 O REGIONAL FIRE AUTHORITYAPPR VEDn cthomas 05/09/2017 FV CURRENT PLANNING 0 vdolbee 05/09/2017 SURFACE WATER UTILITY ,,} IL rstraka 05/09/2017 WO NUMBER: 111022315 G'..40c/ sse // DATE (M/D/Y) CALL BEFORE YOU DIG Call: TOLL FREE 1-800-424-5555 SITE PLAN AND GENERAL NOTES 230KV SWITCHYARD TALBOT HILL SUBSTATION PUGET SUBSTATION DRAWING NO REV NO ' SOUND ENGINEERING D- 18730 ENERGY DEPARTMENT SHEET: 1 OF 1 SCALE: CLASS: S I TE CADD NO: $$DGN$$ 2 1 1 LE NU: DE: TAL E n m LO L' ) C) I C) I W $FILE$ 4 E --1 L1 IJ 1 t u u I 438.7 SEE SHEET 2 \./ k 1 ❑ a1 0� O S01 kS�� 1 ❑ I k�a1 ky�ry ky�1 KIP� ❑ ❑ ❑ ❑ 1 1 ❑ ❑ WI ❑ ❑ I❑ ZI ❑ I I J 438.7 1 1 438.7 438.7 438.7 V eti I I k�a1 kye1 I ° k k a 1- 111 ❑ 1 1 �''-- ❑ 1 ❑1 I ❑ o ❑ ❑ 1 1 ❑ ❑ 5---_ 'j 6 k �'y I �1 k�ary k�a� kya1 kI 1 k�ary kyg� k�a1 I I 438.6 438.5 ❑ ❑ Ill ❑ ❑ ek ek ❑ CW I ❑I ❑ I I W 1:1 e CW I 1 4 .7 k, k�ary k� n, k�a^j Lj NJI ❑ ❑ T T 1 1 ❑E I t 7T GRAVEL GRAVEL BLDG w d'I T- co cM� ��j klp!L 1'.n k� T w ❑ ❑ IZ I 2 Q 1Wl��11 LIB BLDG 1 438.5 438.5 438.5 m W l 5 6 �3 U 0 � 01, 01b k TALBOT SUBSTATIO e �p, e 5 1� k•ja' kT� k"Sa k� 1 h ti WI _Z GRAVEL -� J W k a k kn�9� k,�j�' a I I kya1 ky�;5 I k4,'b1 k�a� CONC PAD OR VAULT (OBSCURED) d ERA I ER X 438.0 10036 O B -o M r� 0 0 0 O O C 4) �y a x CL > C� Q U 0 O 0 r7 r7 0 0 0 0 0 Z W D_ / D_ LO 00 '> v j BRUSH 10034 BRU f43 1) 427 / 'OP_ GRAVEL SH �, m 10041 439.2 L 1439.2 ❑ ❑ I I k I k� k�a'b ❑ ❑ k� 016 ❑ ❑ I I I ❑ ❑ I I I 438.5 1 I q ❑ ❑ ❑ ❑ k4 b.5 439.1T I 1 439.1 ❑ ❑ o k��ry k,Sg�' k,591 k�a1 k'Sa� D kya SDMH RIM=438.33 FILLED WITH CONC ,11 bp b4 SD VAULT RIM=437.63 FILLED WITH GRAVEL C 00 k.�e kye• k�� U p--�o 3:: k k k k4'b. GRAVEL T KIP k � � � 1 kp k a y� 8' CLF / W/BW 438.1 v -- :.7 • 10110 10109 10158 C 10157 0 1 I �F 101 ° 10 oP ° OP m op 159 U LVER T 0155 _ �- ~- 10171 (m 10170 ° IE=43 8" CMP OP e" POSSIBLE CULVERT IE=434. 12" CMP SW BRI AND DEB 1 4 ITH PO _ INTAK CONTROL POINT Q006 1/2" REBAR AND CAP 1 25 10123 N: 173334.95 1 Og03 E: 1304576.25 ELEV. 436.88 _ - BRUSH GRAVEL -"--------- "-� - ---------------- 100' WIDE CITY OF SEATTLE TRANSMISSION LINE EASEMENT A.F.N. 5333805 OP SEE S �ET k p p,k`L• `,.4 kk�,. kkry kkn�. ti OP kkti9 O OP� kk'� OP -� OP OP P -�- _- kk5 5 6 OP _- OP OP OP OP --_ OP kk� k091 WED KBERRY FIELD 444 I 6 k�1 kkryl kkk� kkk P - OP OP op OP -_ OP OP _�k1 OP kky4J kkkh ��`ti _- OP 445 kkk. OP OP op op OP - _- OP op --- S OP OP kk�p kk� kk5 kk�9 / 446 j BPA EASEMENT AREA~� J� A.F.N. 5178076 111 j CONTINUES SOUTHEASTERLY ON�r �t TO ADJACENT PAR L t �J � kkrL6 4 O L kk�' k55 kkk� 10876 k PPRO BPc'�„ 4 OCDOCP�E •� ° t 10857 10888 t 10880 r f e 1085 10879 �`� �J 10887 0885 10881 ° 0 1087.7" - • 1088 10886 1 Q--B_,-.--, • 10856 10882 - 10875 10889 108841022� 1085 } 10893 108741 10871 0 0 4---� DO 10890 0891 0 ° 10222 `•� 6873 10872 10870 10892 10895 --- �i �&4 1 2 10858 10219 10218 10211 0212102 10 � 0900 I 10210 10214 10217 10213 10215 07 BPA EASEMENT ARE 10 59 A.rN- ,5178076 ' �\ CONT'40-ADJACENT PSARGEI-TERLY ON 10850 ° OP - Digitally signed by Douglas E Vogt Contact Info: dev@deainc.com O Date: 2015.11.18 14:19:55-08'00' OP L/ OP o Q POSSIBLE O WELL HEAD 451._.- BRUSH 450- OP � OP ------ pQ opop 445- V W `^-- - - ---pQ---- ----------------------------------------------------------- -------------------- - 1�-------------- ----- --------------------------- ------------- - _ _ o � Q a GRAVEL GRAVEL ooQ--------- - ---------------- I pQ------------------------ 8 - -- - - - - -- -- -- --- - - -- - - -- - - - - - - -- - ------------ --- ---- _ _ 1 6 ------------ -- t- p _ -- 44 - ■■. --------------------------------------------- ---------- W oQ 1 411245 V, 1 D AIL WASHER` --- _ 73327.84 pQ E: 1305085.41 q ooe ELEV: 443.31 R 403503 PROPERTY LINE PROPERTY LINE 0 OP OP OP OP OP OP I A n ° FF't 1 I hPi ��F " I P ` tJ N' WO NUMBER 1- E D IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING % % jtjohnson 05/09/2017 _ _1: TOPOGRAPHIC SURVEY TBPA RANSMISSION TALBOT SUBSTATION TOWER DAVID EVANS DATE (M/D/Y) DRAWING NO REV NO Q ANoASSOCIATES INC. CAD JMDF, D.AMA 1 •1 7 / , 1 SOUND SUBSTATION _ SOUND ENGINEERING D -1 8731 415 - 118th Avenue SE ENGINEER ENERGY DEPARTMENT SHEET: 3 OF Bellevue Washington 98005-3518 -- _--- -- - - -_-- _ _ -- --- REV IEWED DEV SCALE: 1 "= 20` -0" CLASS: `J I T C: FILE N Phone: 425.519.6500 _ APPROVED[ / / CADS N�: s�.�rPxpser�0000--031dW4 (F)FA) CODE: 8 7 5 4 8 I 7 I 6 I 5 1 4I 3 i 2 Lo co C) C) ui c RECOMMENDED CONSTRUCTION SEQUENCE 1. PRE -CONSTRUCTION MEETING. 2. POST NOTICE OF CONSTRUCTION ACTIVITY SIGN WITH NAME AND PHONE NUMBER OF CESCL. oma cm NIA MATCH LINE SEET SHEET 2 3. FLAG OR FENCE CLEARING LIMITS. SEASON OR TWO DAY S DURING THE WET N , , , jj PLASTIC SHEETING OR EQUIVALENT. S I LT FENCE 4.- INSTALL CATCH BASIN PROTECTION IF REQUIRED 10. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. _Ir '0000 5. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). 11. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 43 6. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE ALL DISTURBED AREAS MUST BE STABILIZED AND BEST ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR 12. UPON COMPLETION OF THE PROJECT, DRAINS, SILT FENCE/ CONSTRUCT ION LIMITS9 MANAGEMENT PRACTICES REMOVED IF APPROPRIATE. PROJECT DEVELOPMENT. V V SEE SHEET 37. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH CITY OR RENTON nC- T A T I A STANDARDS AND MANUFACTURER'S RECOMMENDATIONS. aaJ ,�-USE HIGH -VISIBILITY �0: 1w 0 rrvr rvvI v jrII��>f J�..-l< Il( .,,IlIl -I,��.I � I .��1^ C CC rvv vIi`III I. LRae ( II 'I I °4,e 4 CIL FENCE OUTSIDE OF SUBSTATION FENCE. V F W� SEE SHEET 39 DETAIL 3 ,o LLj re) . ..... .. ..... . . . .... ....... ....... .. . .. . ...... ... F Oc) CLEARING ... .......... ...... ....... LIMITS _0 .... . ... ...... . . ..... . . ..... . . .. .... . ....... . .. . .......... ....... ....... ...... .. .... . . ......... LLI F U) m n n n n Ld n >_ Ld �;y Ljj < V) 4. Ld V) . . . . . . . . . . �77 ....................... 4# 0 CL c L:j L: i L: L: L: L: L: D L: 1 . LLJ Li F: F:1 F.:1 F-1 F:1 F: I.- F.-:1 F. It It 0 L J _j CATCH BASIN INSE RT "J1 (TYP FOR ALL CATCH 'A I r- DETAIL 1) r r - - - r r - - - BASINS, SEE SHEET 3 KEY ... DIVIDER INTO SLOPE TO PREVENT FLOW AROUND SIDES SILT ri ri FENCE 1i fi L: i L: i L: i L: L: i FT: I F_: I 0 0 -------- ------ -7 > ........... USE HIGH -VISIBILITY ........ ----------- , A\ FENCE OUTSIDE OF SUBSTATION FENCE. SEE SHEET 39 DETAIL 3 7 7 % . . . . . . . . . . . . . I . . . . . . . . . . . . . . .. . . ............. - - - - - - - - --- - % . . . . . . . . . . . . . . . MATCH LIN.E--,,,(230KV SIDE) (115KV SIDE) E TOPO LEGEND LEGEND: G EXISTING GAS LINE OHP EXISTING OVERHEAD POWER LINE T EXISTING UNDERGROUND TELEPHONE p EXISTING UNDERGROUND POWER w EXISTING WATER LINE 444 EXISTING CYCLONE FENCE LINE EXISTING PROPERTY LINE - - - 444--- POWER POLE W/ LUMINAIRE DPP POWER POLE n EXISTING SIGN EXISTING GUY ANCHOR 0 0 0 EXISTING STREET LIGHT 136 EXISTING CATCH BASIN 10 ELECTRICAL BOX + BENCHMARK T EXISTING TELEPHONE MANHOLE L (P EXISTING STORM DRAIN MANHOLE SDMH EXISTING FIREHYDRANT EXISTING DECIDUOUS TREE(DIA.) E 0 REBAR/CAP MARKED "SKODJE 19645" EXISTING SURFACE MONUMENT F7-777 EXISTING MONUMENT IN CASE EXISTING CONCRETE fug EXISTING GRAVEL • 59.5 SPOT ELEVATION u u 8 7 SPOT ELEVATION PROPOSED CONTOURS RECOMMENDED CONSTRUCTION SEQUENCE (CONTINUED) 8. RELOCATE SURFACE WATER CONTROLS AND EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY OF RENTON EROSION AND SEDIMENT CONTROL STANDARDS. 9. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASO IT STRAW WOOD FIBER MULCH COMPOST EXISTING CONTOURS PROPERTY LINE CONSTRUCTION II II II - -- __--I 11 ST ATION O FEN CE LIMITS CONCRETE HANDL ING SLOPE AND FLOW DIRECTION FOUNDATIONS (REF ONLY) TYPE I CATCH BASIN (SEE DRAINAGE PLAN) TYPE It CATCH BASIN (SEE DRAINAGE PLAN) DITCH LINE DRIVEWAY CATCH BASIN INSERT CLEARING OR CONSTRUCTION LIMITS/HIGH VISIBILITY FENCE SILT FENCE F7 om 1. CONCRETE TRUCK CHUTES, PUMPS, AND INTERNALS SHALL BE WASHED OUT ONLY INTO AN ECO-PAN. 2. UNUSED CONCRETE REMAINING IN THE TRUCK AND PUMP SHALL BE RETURNED TO THE ORIGINATING BATCH PLANT FOR RECYCLING. 3. HAND TOOLS INCLUDING, BUT NOT LIMITED TO, SCREEDS, SHOVELS, RAKES, FLOATS, AND TROWELS SHALL BE WASHED OFF ONLY INTO AN ECO-PAN. 4. CONTAINED CONCRETE SHALL BE DISPOSED OF IN A MANNER THAT DOES NOT VIOLATE GROUNDWATER OR SURFACE WATER QUALITY STANDARDS, OR THE CONDITIONS OF THE NPDES PERMIT IF APPLICABLE. 5. CONTAINERS SHALL BE CHECKED FOR HOLES IN THE LINER DAILY DURING CONCRETE POURS AND REPAIRED THE SAME DAY. 30 0 30 60 GRAPHIC SCALE 1 30' 0 120 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING jtjohnson 05/09/2017 SURFACE WATER UTILITY rstraka 05/09/2017 - 10 ��jb <) OQY4D <) A, A V. REFERENCE DRAWINGS D-1 8730 SITE LAYOUT AND GENERAL NOTES D-1 8734 GRADING AND FENCING PLAN D-1 8736 DRAINAGE PLAN D-1 8737 FOUNDATION PLAN D-1 8738 STRUCTURAL PLAN REVISION DESCRIPTION: WO NUMBER: 111022315 PERMIT SUBMITTAL CAD ENGINEER REVIEWED APPROVED v 5 s.#-- /, 3, 4 �� tz DATE (M/D/Y) // / / -7 / /6 t7 11tv 2 R-403504 VORE CALL BEFORE YOU DIG Call: TOLL FREE E7 E7 E7 k4 1-800-424-5jj�) TEMPORARY EROSION/SEDIMENT CONTROL PLAN-230KV SWITCHYARD TALBOT HILL SUBSTATION *PUGET SUBSTATION DRAWING NO REV NO SOUND ENGINEERING D _ 1 8732_ 0 ENERGY DEPARTMENT SHEET-: 1 OF 3 SCALE: 1 30'-0" CLASS: S I TE FILE NO: CADD NO: $$DGN$$ CODE: TAL $FILE$ 8 1 7 1 6 1 5 4 1 3 1 2 1 1 Lo m C) o RECOMMENDED CONSTRUCTION SEQUENCE SEE SHEET 1 I W 9 n w V) w a a USE HIGH VISIBILITY FENCE ' ;` I OUTSIDE OF SUBSTATION FENCE. S I LT FENCE ON : SEE SHEET 3, DETAIL 3 DOWNH'I LL `'; SIDE _. — --- — 30 0 30 60 GRAPHIC SCALE 1 ' = 30' Ifo3uedgmMm! CONCRETE HANDLING G EXISTING GAS LINE LEGEND: OHP T EXISTING OVERHEAD POWER LINE EXISTING UNDERGROUND TELEPHONE 438.25 SEE SHEET 1 -- --- P - ---- EXISTING UNDERGROUND POWER -- --- w ---- EXISTING WATER LINE 444 * EXISTING CYCLONE ' FNC. LINE EXISTING PROPERTY LINE (—� POWER POLE W/ LUMINAIRE DPP POWER POLE • no.; ° n EXISTING SIGN I --� EXISTING GUY ANCHOR EXISTING STREET LIGHT f�L�XJ C7e. EXISTING CATCH BASIN ELECTRICAL BOX + BENCHMARK (D EXISTING TELEPHONE MANHOLE ` EXISTING STORM DRAIN MANHOLE SDMH (� EXISTING FIRE HYDRANT EXISTING DECIDUOUS TREE(DIA.) o REBAR/CAP MARKED "SKODJE 19645" e, EXISTING SURFACE MONUMENT G EXISTING MONUMENT IN CASE EXISTING CONCRETE \Q \Q. EXISTING GRAVEL \ \ 0 59.5 SPOT ELEVATION 5b 90 90- \ o Q � w /X\ ¢GIBE Imo- `X - ,�1 1 d p5p5 a BP ` ? t \, I A J i l� i �S..S✓ ..... -._ -�..• -ASS`"""•-•��-...""_ ..._._... ....,.-- •-• .^- f �...' "ter - .......-..• .,w.._.. ..�_.. ....« i .,,..µme... .._..•... ..... " " ....., ..», o �o ,� oG �g 1 ER�q � � 120 W ��4� e� r O� 4 9 5 2 g G �ssI�NAL SPOT ELEVATION CONTOURS DITCH LINE GRAVEL ACCESS ROAD ASPHALT CLEARING LIMITS/HIGH VISIBILITY FENCE SILT FENCE REFERENCE DRAWINGS D-18730 SITE LAYOUT AND GENERAL NOTES D-18734 GRADING AND FENCING PLAN D-18736 DRAINAGE PLAN D-18737 FOUNDATION PLAN D-18738 STRUCTURAL PLAN R-403505 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING jtjohnson 05/09/2017 SURFACE WATER UTILITY rstraka 05/09/2017 REVISION DESCRIPTION: PERMIT SUBMITTAL CAD ENGINEER REVIEWED APPROVED WO NUMBER: 111022315 CALL BEFORE YOU DIG Call: TOLL FREE .-800-424-5555 TEMPORARY EROSION/SEDIMENT CONTROL PLAN -ACCESS ROAD TALBOT HILL SUBSTATION DATE (M/D/Y) PUGET SUBSTATION DRAWING NO REV NO SOUND ENGINEERING D— 18732 ENERGY DEPARTMENT SHEET: 2 of 3 O SCALE: 1 " = 30' CLASS: S I TE F ILE, NO: )1 / I5' / �(p CADD NO: $$DGN$$ CODE: TAIL 11 in 8 1 7 1 6 1 5 $FILE$ 4 3 2 1 1 8 ( I � 6 Lo co C) I C) I W Fom C _w cr W N A —I w Q 0 STANDARD STRENGTH FILTER FABRIC GRATE MAINTENANCE STANDARDS II I Millis I I� I II I 1. ANY ACCUMULATED SEDIMENT ON OR AROUND THE FILTER FABRIC SHALL VWITH MSEDIMENT I I) I LLNOTBE REMOVED WATER, AND ALLSEDIMENT SHALL -I I II I II I MUST BE DISPOSED OF AS FILL ON -SITE OR HAULED OFF -SITE. -I I I i CATCH BASIN I 2. ANY SEDIMENT IN THE CATCH BASIN INSERT SHALL BE (�I _ REMOVED WHEN THE SEDIMENT HAS FILLED ONE THIRD OF II I I I� II II THE AVAILABLE STORAGE. THE FILTER MEDIA FOR THE INSERT SHALL BE CLEANED OR REPLACED AT LEAST MONTHLY. FILTER FABRIC PROTECTION 3 FOMS IS CRIMANYLFORMSFORBOFHPROTECTOIONCATCH BASINAPROTECTION.MAINTENANUNLIKETHAT FAIL GRADUALLY, CATCH BASIN PROTECTION WILL FAIL NOTE: ONLY TO BE USED WHERE SUDDENLY AND COMPLETELY IF NOT MAINTAINED PROPERLY. PONDING OF WATER ABOVE THE CATCH BASIN WILL NOT CAUSE TRAFFIC PROBLEMS AND WHERE OVERFLOW WILL NOT RESULT IN EROSION OF SLOPES. /- CATCH BASIN GRATE OVERFLOW SOLID WALLS MEDI FORTER DEWATERING POROUS' BOTTOM CATCH BASIN INSERT NOTE: THIS DETAIL IS ONLY SCHEMATIC. ANY INSERT IS ALLOWED THAT HAS A MIN. 0.5 C.F. OF STORAGE, THE MEANS TO DEWATER THE STORED SEDIMENT, AN OVERFLOW, AND CAN BE EASILY MAINTAINED. FILTER FABRIC SKIRT SECURED WITH GRATE- CATCH BASIN GRATE POLYETHYLENE PROVIDE ADEQUATE STRAPPING PERFORATED POLYETHYLENE — DRAINAGE TUBING, DIAMETER —UWATERTIGHT CORRUGAI MIN_ 2" LARGER THAN -METAL RIB DEWATERING ORIFICE_ — TUBING SHALL COMPLY - WITH ASTM F667 AND — AASHTO M294. - --TACK WELD ' "s RETRIEVAL STRAP HE FILTER FABRIC INSERT (PSE M I D 9995728 ) OD OVERFLOW _ COLLECTED ( IIIf SEDIMENT _II�III= ALTERNATE I= CATCH BASIN INSERT I CATCH BASIN SEDIMENT CONTROL _T F19- -1 Arm m� we FOR INSTALLATION, SEE TECHNIQUES FOR TEMPORARY EROSION AND SEDIMENT CONTROL, PSE STANDARD 0150.3200 NTS 3.5' MIN. DEWATERING ORIFICE, SCHEDULE 40 STEEL STUB MIN. DIAMETER AS PER CALCULATIONS I 6` MIN. C--- 18" MIN' ALTERNATIVELY, METAL STAKES AND WIRE MAY BE USED TO CONCRETE BASE PREVENT FLOTATION �--- 2X RISER DIA. MIN. SEDIMENT POND RISER DETAIL 2 RISER PIPE (PRINCIPAL SPILLWAY) OPEN AT TOP WITH TRASH RACK PER FIG. 4.4.4� DEWATERING DEVICE (SEE RISER DETAIL) 1.5' _I i I-i I I - I I I -III -I I I� I WIRE —BACKED SILT FENCE, DEWATERING STAKED HAYBALES WRAPPED ORIFICE WITH FILTER FABRIC, OR EQUIVALENT DIVIDER DESIGN AND INSTALLATION SPECIFICATIONS 1. THE GEOTEXTILE USED MUST MEET THE STANDARDS LISTED BELOW. A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MUST BE AVAILABLE ON SITE. AIDS (ASTM D-4751) = 30-100 SIEVE SIZE (0.60-0.15 mm) FOR SLIT FILM 50-100 SIEVE SIZE (0.30-0.15 mm) FOR OTHER FABRICS WATER PERMITTIVITY (ASTM D-4491) = 0.02 SEC' MIN. JOINTS IN FILTER FABRIC SHALL BE SPLICED GRAB TENSILE STRENGTH (ASTM D-4632) = 180 LBS MIN. FOR EXTRA STRENGTH FABRIC AT POSTS. USE STAPLES, WIRE RINGS, OR 100 LBS MIN. FOR STANDARD STRENGTH FABRIC EQUIVALENT TO ATTACH FABRIC TO POSTS. GRAB TENSILE ELONGATION (ASTM D-4632) = 30% MAX. ULTRAVIOLET RESISTANCE (ASTM D-4355) = 70% MIN. 2. STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE. WIRE BACKING OR CLOSER POST SPACING MAY BE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE. 3. WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL BE NO STEEPER THAN 2H:1V. �2J CREST OF 6' MIN. WIDTH EMERGENCY SPILLWAY _ 1' MIN. EMBANKMENT COMPACTED 95%. PERVIOUS MATERIALS SUCH AS GRAVEL OR CLEAN SAND SHALL NOT BE USED. ____- �_ ---------------- �'____ � _ __ ------ ----- -- - 9f II I I I I I I- DISCHARGE TO STABILIZED CONCRETE BASE CONVEYANCE, OUTLET OR (SEE RISER DETAIL) LEVEL SPREADER SEDIMENT POND SECTION rA 1 2 "x2 " BY 14 GA WIRE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED. FILTER FABRIC n WAA I ----MIN. 4"x4" TRENCH----' L MAINTENANCE STANDARDS 1. ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY BACKFILL TRENCH POST SPACING MAY BE WITH NATIVE SOIL OR 2. IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE FENCE, THEY MUST BE INTERCEPTED AND INCREASED TO 8' IF WIRE 314"_1.5" WASHED GRAVEL CONVEYED TO A SEDIMENT TRAP OR POND. BACKING IS USED 3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING 2"x4" WOOD POSTS. STEEL FENCE AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO NOTE: FILTER FABRIC FENCES POSTS, REBAR, OR EQUIVALENT THE FENCE. IF THIS OCCURS, REPLACE THE FENCE AND/OR REMOVE THE TRAPPED SEDIMENT. SHALL BE INSTALLED ALONG CONTOUR WHENEVER POSSIBLE 4. SEDIMENT MUST BE REMOVED WHEN IT IS 6 HIGH. 5. IF THE FILTER FABRIC HAS DETERIORATED DUE TO THE ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. SILT FENCE DESIGN AND INSTALLATION SPECIFICATIONS AND MAINTENANCE STANDARDS Nv c1w 2x2 WOOD POST FENCING i MATERIAL F- 6'_0„ MAX HIGH DENSITY POLYETHYLENE OR POLYPROPYLENE MESH, AND SHALL BE UV RESISTANT, ORANGE COLOR %)rf1T T e%AI mne.T ELEVATION FENCE ON SLOPE NOTES 1. POST SHALL HAVE SUFFICIENT STRENGTH AND DURABILITY TO SUPPORT THE FENCE THROUGH THE LIFE OF THE PROJECT. STAPLE TOP TIE SELF-LOCKING TIE NYLON 6/6 (MIN. GRADE), 50# MIN -TENSILE STRENGTH, STEEL T-BAR POST UV STABILIZED. SELF-LOCKING TIE - FENCING NYLON 6/6 (MIN. GRADE), MATERIAL 50# MIN. TENSILE STRENGTH, UV STABILIZED I ( cD �- 1 �~ I a / ENVIRONMENTALLY SENSITIVE AREA BOUNDARY STEEL T-BAR POST TYPICAL SECTION A HIGH VISIBILITY FENCE DETAIL rY�3 z 1 2 N 1 I I I I � I 8 7 6 5 4 $FILE$ IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING JO�% jtjohnson 05/09/2017 ll SURFACE WATER UTILITY rstraka 05/09/2017 :01 R-403506 OEFOoE yoGo CALL BEFORE' �c YOU DIG Call: TOLL FREE 1-800-424-5555 REVISION DESCRIPTION: WO NUMBER: 111022315 TEMPORARY EROSION/SEDIMENT CONTROL PERMIT SUBMITTAL 49527 �GI STEg�� ssj4NAL �� 11A6 « CAD ENGINEER REVIEWED APPROVED 3 NOTES AND DETAILS TALBOT HILL SUBSTATION RR DATE ( M/D/Y ) PUGET SUBSTATION DRAWING NO REV NO J . P4� 5L) n IG % I� % �� , SOUNDENGINEERING ENER D DEPARTMENT - 18732 0 •US �� l6 SHEET: 3 OF 3 SCALE: NONE CLASS: S I TE FILE NO: J wet,3 CADD N0: $$DGN$$ CODE: TAL 2 1 -E Eno k 8 A 7 U 6 \ 5 JL 4 1 3 2 1 1 C +* cr m m � +* A � 3 WIDE SHOULDER RE—ESTABLISH 5'-0" SHOULDER ISOLATION FENC EW 7' HIGH STATION FENCE' AND INSTALL 4" OF NEW YARD ROCK, TYP AROUND SUB . ..... AND FENCE, TYP SHEET 2 TO BE CONSTRUCTED IN SAME PLACE i (SEE SHEET 3. DETAIL 1 AS EXISTING FENCE. p 77, F. � ri FINISHED STATION SEE NOTE 1 20' WIDE STATION GATE .38-25 438-05 438-25 Lo Ln 438-05 ---------- ------ -- X -, -, " N `438-25 �1�1`�� ^��H� / / ~�/^ « ~� � � � ` LEGEND: °438^25 SPOT ELEVATION 444 — PROPOSED CONTOURS ---444-- EXISTING CONTOURS -�---- PROPERTY LINE STATION FENCE SLOPE AND FLOW DIRECTION -----| | | FOUNDATIONS (REF ONLY) L - - - -� F� TYPE [ CATCH BASIN �� (SEE DRAINAGE PLAN) TYPE [I CATCH BASIN x�r (SEE DRAINAGE PLAN) DITCH LINE DRIVEWAY GRADING NOTES SPCC YARD / / SPCC CURB AREA -' 1^ THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN THE EVENT OR DISCOVERY OF POOR SOILS, GROUNDWATER OR DISCREPANCIES IN THE EXISTING CONDITIONS AS NOTED ON THE PLANS. 2. EMBANKMENTS DESIGNED TO IMPOUND WATER SHALL BE COMPACTED TO 95% WAX{WUW DENS lTY PER SECTION 2-03.3(14)C. METHOD C OF WSDOT STANDARD SPECIFICATIONS. 3` ALL AREAS RECEIVING FILL MATERIAL SHALL BE PREPARED BY REMOVING VECET4TION, NONCOMPLYING FILL, TOPSOIL AND OTHER UNSUITABLE WATERIAL, BY SCARIFYING THE SURFACE TO PROVIDE 4 BOND WITH THE NEW FILL, AND WHERE SLOPES ARE STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL AND THE HEIGHT IS GREATER THAN 5 FEET, BY BENCHING INTO SOUND COMPETENT MATERIAL AS DETERMINED BY A SOILS ENGINEER. U��~�K_�� `�� U �� 1. INSTALL 4^ THICK LAYER OF YARD COURSE (PER PSE SPEC. 1275.1330) AND 9" OF BASE COURSE (PER PSE SPEC. 1275,1310) IN 230KV SWlTCHYARO, BACKFILL AREAS WITH BASE COURSE AND 4" OF YARD ROCK WHERE EXISTING FOUNDATIONS HAVE BEEN REMOVED AND NO NEW FOUNDATION IS LOCATED. THE NEW LAYER OF YARD COURSE WILL MATCH THE EXISTING YARD COURSE ELEVATION. 2, TOP OF FOUNDATIONS INCLUDING 5PCC CURB SET AT 439.33, INTENTION IS FOR TOP OF YARD ROCK TO BE 1" BELOW FOUNDATIONS. Hli ui TNORTH-SOUTH BASELINE ^IJROAD F CONTROL , / ( HOUSE APPROXIMATE EARTHWORK QUANTITIES U AANTITIES EXCAVATION: 12^400 CY EMBANKMENT: *8^800CY *INCLUDING IMPORTED FILL & ROCK (QUANTITIES SHOWN FOR PERMITTING PURPOSES ONLY, CONTRACTOR SHALL VERIFY QUANTITIES). IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING 30 O 30 60 ��}��T� SCALE �.`,�...�� 1" = ]O' REVISION DESCRIPTION: J 'WE I R1 �4z 4 X_ / PERMIT SUBMITTAL mA U � REFERENCE K_FERK_NCK_ DRAWINGS D-18730 SITE LAYOUT AND GENERAL NOTES D-18732 TEMPORARY EROSION AND SEDIMENT CONTROL PLAN D-18735 ACCESS ROAD PLAN D-18736 DRAINAGE PLAN D-18737 DETENTION POND PLAN D-18738 FOUNDATION PLAN D-19739 STRUCTURAL PLAN 120 R-403507 ORE CALL BEFORE YOU DIG Call: TOLL FREE Err �� U� PLAN k �� GRADING ��U�� FENCING �� U� 230K V SWITCHYARD � � k �� HILL k U SUBSTATION �� DRAWING NO REV NO E A $F ILE$ 7 U 5 ENGINEER (2 0 At 3 2 | 1 107 $FILE$ Lo L' ) C) I C) I W IQ C 8 I I ( I 15'-0" 3'-0" GRAVEL DRIVEWAY EXISTING STATION FENCE „ 111'2 5.00' � 4" TOP COURSE SHOULDER 4 NEW YARD ( I 4" NEW YARD COURSE SLOPE I SLOPE COURSE I TO DRAIN — — TO DRAIN 2% SLOPE �.--_ > \...-! 1 /;� apc`,ap LTIIOSz l/v . .'✓ \� L✓ .J 2 o o V O nn— I' NATIVE COMPACTED SUBASE OR COMPACTED 9" BASE COURSE NATIVE SOIL 9" NEW SUBBASE PER PSE STD 1275.1320 OR COMPACTED BASE COURSE SUBBASE FILL o. 8" HDPE DRAINAGE PIPE TYPICAL STATION SECTION DETAIL 1 1 SECTION A NTS 1 2 NTS ji RISERS AND CATCH BASINS SHALL HAVE FRAME AND GRATE CAST INTO RISER—� COURSED CAST —IN INVERTED FRAME AND GRATE- 4" YARD COURSE, m 9" COMPACTED DEPTH BASE COURSE PER PSE SPEC 1275.13100 —� INLET PIPE 2, —0" TAPER ( TYP ) c0 z Wt CATCH BASIN, TYPE 1 (PER COB DETAIL D-2) NOTES: 6"MIN 1. LOCKING GRATE IS REQUIRED WHEN i' OUTSIDE OF SUBSTATION FENCE SLOPE TOP OF BASE COURSE FROM 10' AWAY OR FROM EDGE OF FOUNDATIONS, ETC OUTLET PIPE cc w TYPICAL CATCH BASIN GRADING uo .� OUTSIDE OF SPCC AREA A DETAIL 2 NTS 1 SEE PLAN DRIVE WAY 4" TOP COURSE 1% SLOPE BASE COURSE (9") COMPACTED SUBASE GRAVEL DRIVEWAY SECTION NTS 1ER� �' WASH 4" YARD COURSE 2 THIGH STATION CHAIN LINK FENCE (TYP AROUND STATION, EE D-18381) 4" NEW YARD COURSE 5.00'SHOULDER (TYP AROUND SUBSTATION, SEE DETAIL 1) R IN COMPLIANCE WITH CITY OF RENTON STANDARDS 11 DEVELOPMENT ENGINEERING t. - i SURFACE WATER UTILITY t I jtjohnson 05/09/2017 rstraka 05/09/2017 %ji REVISION DESCRIPTION: WO NUMBER: 111022315 PERMIT SUBMITTAL EXISTING GRADE R-403509 v O�FooE Y�Gar CALL BEFORE YOU DIG Call: TOLL FREE 1-800-424-5555 GRADING SECTIONS AND DETAILS TALBOT HILL SUBSTATION E 0 0 r..> m r 49527 CAD f01ST ENGINEER NAL REVIEWED tilts (C JAPPROVED 8 7 6 5 4 3 $FILE$ j,V+c-I PUGET SUBSTATION DRAWING NO REV NO SOUND ENGINEERING D— 1 8 7 3 4 ENERGY DEPARTMENT SHEET: 3 OF 3 SCALE: NONE CLASS: SITE FILE NO: CADD NO: $$DGN$$ CODE:. TAL 2 1 1 7 1 I 5 1 4 1 3 1 2 1 1 J Lo L' ) O I C) I W D -� C ►i : rr w V) A -� w Q ! ! ! f / BRUSH � \. 06 / \ POSSIBLE vv WELL HEAD 450 L t 449 \ \M 447 ` \ Q 446 439:60 i \ \ 444 443 LJJ 439.35 `�-------------- (�4flp0�D� ��QOL?�'o®cs �opd�mDp �aD Dof��-D i r � �o pQ� ' ` "• ` b O.Q��Q p�� p D -Gj Q _ D- __Q- _ 0 _ <_ W Pf D Q 5 5 Qg E .o@"e'.6b05 6 • i� ,c•�v 8e8ff 6 •ii rs'�i, <. 439.9 ls' X f. i p Ai k C _ _ _ _ — _ ---- 444 447-- LEGEND 444 PROPOSED CONTOURS - - - 444 - - EXISTING CONTOURS 13s GRAVEL ACCESS ROAD ASPHALT o--x-- FENCE BOUNDARY SIGN —op— OVERHEAD POWER LINES E GUY ANCHOR DITCH �oy�800�0o GRAVEL ACCESS ROAD 0 `I 4'-0" MINIMUM -'.' RIPRAP DITCH ~99� -„"_- 0,6 0,6 00 TO POND BOVfOM, _ _ 1 495� l SEE TYP ST/CTION _\` 442.00 � 447 \ \ 1 �� \ _ - _ _ ` Oq 0q oq oe BRUSH 446 � \ 7 \ \\ 442.50 76) / 7 o po o DOD,DDDoDDopDoDDoDDo\ . 443.00 `\ \ 0 °e 60� g� 0 0 �OpQ 0 Oo �Oop D�DopQ pDpDo` , _ oA\ e O QCZO D Q D QO p D Oii o DQ Do DQ Doi X X ri 7�fl��8 n+7,AC�D6Ur�� rs D-- L?�i�ry .�rCiOD��nOaDO��On n 1'-0" (TYP) TYPICAL DITCH SECTION NTS 3" ASPHALT 11/2' TOP COURSE HMA CLASS ��2' PER PSE STD EXISTING PG 58-22 PER PSE I 1275.1320 GRADE --,,,STD 8350.0050 17. SLOPE 1 % SLOPE - j DO mop poU OD 00 c�DODO DC�] D� f/pit.\\ll�f/n,•.\ ,°ll.\��'/.'Jr1\ NATIVE COMPACTED 9 BASE COURSE SUBASE OR COMPACTED PER PSE STD 1275.1320 SUBBASE ASPHALT CONCRETE SURFACED DRIVEWAY SECTION A IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING 0 jtjohnson 05/09/2017 SURFACE WATER UTILITY % 1 rstraka 05/09/2017 ' 30 0 20 40 GRAPHIC SCALE 1 " = 20' I + 1 8 7 6 5 4 $FILE$ N 173203.08 E 1305314- 94 MEI NEW 3 0' ROW GATE, SEE; D-1 3038 \ EXISTING } GATE TO \ BE REMOVED 173157.187_ - _-E 1305463.01 BRUSH r ►�"g 1ERWA �A I ja R-403501 0 e / e MATCH EXISTING � SE ELEVATION v e�F�oE YOGo CALL BEFORE �c YOU DIG Call: TOLL FREE 1-800-424-5555 REVISION DESCRIPTION: IWO NUMBER: 111022315 ACCESS ROAD IMPROVEMENTS PERMIT SUBMITTAL 'per 1p 495 237 ) CAD j_NAL � ENGINEER G'..P✓sse.// REVIEWED 1 1 1 IS JAPPROVED j. 1f�'iljZ 3 230KV SWITCHYARD TALBOT HILL SUBSTATION DATE (M/D/Y) PUGET DRAWING NO REV NO SOUND E N GI NE E RIIONG D — 18735 ENERGY DEPARTMENT 0 SHEET: 1 OF 2 SCALE: 1 "= 20'-0" CLASS: S I TE FILE NO: //(r ICADD NO: $$DGN$$ CODE: TAL 2 1 -E -D A 8 ( 1 I ( 1 __ - - I I I I ( 11 Lo co O C) 0 W C 11 w 0 ' 441----+ - - - '� I N 173483.35 _439 T E 1304696. 43 3 - _ - ! it t�o t MATCH YARD ELEVATION 0! ! ! r _--------- - - - --- _ _- - --- - �___ _ _ - _---_._.__-------__- --- Q — - --------- --__ _ ' 43 438� {' 434435 __ -___ ---- _ _-------- _.__ _--------- ROADWA ", --- ALIGNWITH EDGE__ __�_-.------ ,��\ -- _ _ _ "f --- - _ `----- --_ Yam\\\ A 434-L -----OF EXISTING GRAVE - .__--------- � ---------- -_ - /; ;` 30 N ROADWAY _ - BRUSH GRAVEL /b \ `. ' -` - 433 _ 430\ ! �� /f /�/ / op op op op op P / 4 31 ' _ I / i P P P op QP QP P / I -- — — — — —— 430---- /r I / o� o" o$ op BPA PUGET TOWERMISSION SOUND ENERGY 250' BPA EASEMENT A.F.N. 5178076 CONTINUES WEST EXISTING GRADE — POND BOTTOM DRIVE AREA (SEE PLAN VIEW) (SLOPE PER PLAN - NATIVE SOIL OR SUBBASE FILL TOP COURSE BASE COURSE ENTRANCE DRIVEWAY SECTION 1 " = 10, EXISTING GRADE 30 0 20 40 GRAPHIC SCALE 1 " = 20' :• LEGEND 444 PROPOSED CONTOURS - --- -- 4 44 - - - EXISTING CONTOURS GRAVEL FENCE p SIGN oP OVERHEAD POWER LINES STREET LIGHT R-40351 1 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Aslau� -� IL jtjohnson 05/09/2017 SURFACE WATER UTILITY rstraka 05/09/2017 REVISION DESCRIPTION: WO NUMBER: 111022315 PERMIT SUBMITTAL CAD j P. Sz,,,� ENGINEER REVIEWED APPROVED DATE (M/D/Y) t / t l / tc� t / 1-7 ACCESS ROAD IMPROVEMENTS 230KV SWITCHYARD TALBOT HILL SUBSTATION PUGET SUBSTATION DRAWING NO REV NO SOUND ENGINEERING ID— 18735 0 ENERGY DEPARTMENT SHEET: 2 OF 2 SCALE: 1 "= 20'-0 CLASS: S I TE FILE NO: CADD NO: $$DGN$$ I I CODE: T AL -E ME U 8 7 6 5 4 3 2 1 $FILE$ 8 7 6 5 3 i Lo co O 1 0 W 0 0 rr w 4A w Q 0 4A / / r co 1 , : : „ � r ' \ =a z " 4431 5 > 7 TYPE 1 C A T C44 BASIN I H D P E (TYP) , _ ._ 44. ; - _,,, _... _.... .... .. _._ ."_ ,.. _.... ...... ..._ ..._ .._ q r(TYP), SEE' SHEET 2.' SEE SHEET 2 , �-- -- -.._ ... Z '. 'a DETAIL 2 DETAIL 3 _ - _......_ . _.. _.... _ _...__ _.._.... _.... _. i �le t S C / �.Q Q Y /, Y 7:� e i C B I Y 21 Y <C j� CSC C• .. %0 0 Clt ,.� • F $ t r r4� : L`F° �� ,Q Q eJ � .. 1 ; " � Y Q of . ��"„' Q r 1 / Y i •4V Y , Y Yy f y� Y Y ' , I t •. ,, Y f ,,,, y Y ,, '.`Y.Y,..YYYYY..Y YYY. ,'r< 10 C CB1 13 CB�Y4: 16:':: B, .2 �� <B 1� ra o Y S <` �( , , } , `. S 'S ', C T > > YYY ....'' 1 .YYY S, Yy. YYY r Y )' / I I 1 } .l. K` t I L' J I_ I_ I_ I_ J I_: L: I_ 11 I_ I_: i I I_: i I_: i I_ i I_: i I_ i I_: j I_ i TYPE II CATCH •rk; r a'11� -, BASIN (TYP), pu) I: i I i I: �: I I.'I I::i -i I::i I, i -.,SEE SHEET 2, # t I- _ J _•J J -J -J .-J t .J •J _J 1 'J J J 'J 'JJ J JJ 1 JDETAIL 6fj ,< :<< I I I I I I I I I I I ►1 I I I I I I I I I I .'.��<•�'"' ? I I I I I I I I I I I I I I I I I I I I %,if..',` I I I I I I I I I I 11 I I I I I I -••- I I I I `;;,t1' ,;, I i I I I I I I I I I I I I I I I I `. "-� I I I I J ` J L _I -I !! -I J -I -I ` -I -I -I L -I 97LF 8 @ 0.5% -- 10OLF 8 @ 0.57. -- 54LF 8 98LF 8 @ 0.5% -i% CB28 60LF 12 CB22 // CB23 // CB24 // 11 CB26 // CB27 10OLF 8" @ 0.5% " CB29i1 ED � - = @0.5% CB25 @0.5% t; I- - 1 I_I1 ------,---,------,---� --- --- --- --- --- ;cvlj:. NORTH -SOUTH BASELINE N 00.39.32" W-G-11a. I I I I I- - - -I I- - - -I I- - - -I I- - - -I---x.1`I:E°1', - --- - - - - - - - II 10OLF 8 96LF 811 64LF 8 1 100LF 8 1 1 11 98LF 8' I CB3:711 1 CB31 I- -' @ 0,5% � -' CB32 CB33 `-� CB3 -I L CB35 1--J I CB36 60LF 12" IL 0.5% rJ rJ k( ri rJ I_ I_ 1- 1- J I_ j I_ J I_' J I-' i �� "'► I_' I_' J Li I_ J I J I_ I_` J I_• i Li I_ (oi 6 1_:� u r Iftxx, ,# :: :: I : it Li i _J J _J _J _J _J _ J J - J , _ JI::, „ 17LF 12" @ 0.5% 4 DRAIN FROM TRENCH III I I 60LF 8" 74LF 8" 65LF 12" 60LF 12" 1OOLF 12" (TYP 7 PLACES) CB38 @ 0.5% CB39 1 0OLF 8" @ 0.5% CB41 @ 0.5% - CB43�� C844 @ 0.5% @ 0. 5% CB45 @ 0.5% CB48 12 I I ' 0 CB57 5 11 @ % ��f w IIII1I w 0011 1 1 1II w 1I1I 1 STATION I2O5N M001111II 11 GATE VALVE 11 LL (TYP), SEE LELEVATION � 11 OSHEET 2, II II II AV <<<< t< x ... v..... <` 11 II 11 DETAIL 4 MII I "r. r...` 46 ....- CB58 _ 1 CB42 CD II II O Ln % Li LL % c c Rax < a' .. ., .. 11- !, " _ •. v v . , _ v " , " •�, i _ Ir v�S�TEDP'. V�. T-X � . } 1. !{0 n" - C R[SVA NOFEI'C-1;��tA � N�v=---=�C H�E2;vS -�r .D CB47 - MATCH L I N E ( 2 3 0 K V S I DE CONTROL ( 1 1 5KV S I DE ) CB10 TYPE I RIM EL 437.92 N=174045.02 E=1304802.05 S-IE 8" 436.51 CB11 TYPE I RIM EL 437.92 N=173995.03 E=1304802.63 N-IE 8" 436.26 S-IE 8" 436.26 CB12 TYPE I RIM EL 437.92 N=173935,03 E=1304803,32 N-IE 8" 435.96 S-IE 8" 435.96 CB13 TYPE I RIM EL 437.92 N=173875.03 E=1304804.01 N-IE 8" 435.66 S-IE 8" 435.66 CB1 4 TYPE I RIM EL 437.92 N=173825.04 E=1304804.58 N-IE 8" 435.41 S-IE 8" 435.41 CB15 TYPE I RIM EL 437.92 N=173761.04 E=1304805.32 N-IE 8" 435.09 S-IE 8" 434.71 W-IE 8" 434.81 CB16 TYPE I RIM EL 437.92 N=1 7371 5.05 E=1304805.85 N-IE 8" 434.48 S-IE 8" 434.48 CB17 TYPE I RIM EL 437.92 N=173665.05 E=1304806.42 N-IE 8" 434.23 S-IE 8" 434.23 CB18 TYPE I RIM EL 437.92 N=1 73608.05 E=1 304807. 08 N-IE 8" 433.95 S-IE 8" 433.95 CB19 TYPE I RIM EL 437.92 N=173558.06 E=1304807.65 N-IE 8" 433.70 S-IE 8" 433.70 CB20 TYPE II RIM EL 437.92 N=173500.09 E=1304808.32 N-IE 8" 433.41 S-IE 12" 433.08 CB21 TYPE II RIM EL 437.92 N=1 73440. 09 E=1 304809.01 N-IE 12" 432.78 W-IE 12" 432.68 CB22 TYPE I RIM EL 437.75 N=174044.26 E=1304736.06 S-IE 8" 436.40 CB23 TYPE I RIM EL 437.75 N=173934.27 E=1304737.32 N-IE 8" 435,91 S-IE 8" 435.91 CB24 TYPE I RIM EL 437.75 N=173824,28 E=1304738.59 N-IE 8" 435.41 S-IE 8" 435.41 CB25 TYPE I RIM EL 437.75 N=173760.28 E=1304739.32 N-IE 8" 435.14 E-IE 8" 435.14 CB26 TYPE I RIM EL 437.75 N=1 7371 7. 31 E=1304739,82 S-IE 8" 436.42 CB27 TYPE I RIM EL 437.75 N=173607,32 E=1304741.08 N-IE 8" 435.93 S-IE 8" 435.83 83LF - - - - - - - 6" PERF - - - - - -� - - - - 83LF 6" PERF CB51 PVC @ 0.5% GI-2 tll 11`G I-1 PVC @ 0.5% CB54 ---- I r r r i r 91 --� IiLn I cDpO I cDll� I r I r n 11 11 11 II 111 LL II C°J LL II LL 1 II II II 11 I I d d it n LL M II w I I vliw - - II 83LF 6" PERF -� JI�I f- 83LF 6" PERF CB52 PVC @ 0.5% CB53 CB55 PVC @ 0.5% CB56 6// PERF SCH 80J PVC (TYP), SEE SHEET 2, DETAIL 5 CATCH BASIN SCHEDULE CB28 TYPE I RIM EL 437.75 N=173499.33 E=1304742.33 N-IE 8" 435.33 S-IE 12" 434.99 CB29 TYPE II RIM EL 437.92 N=173439.33 E=1304743,02 N-IE 12" 434.69 S-IE 12" 430.66 W-IE 12" 430.66 E-IE 12" 432.36 C630 TYPE I RIM EL 437.75 N=1 74043.72 E=1 304678.06 S-IE 8" 436.39 CB31 TYPE I RIM EL 437,75 N=173933.73 E=1 304679.33 N-IE 8" 435.89 S-IE 8" 435.89 CB32 TYPE I RIM EL 437.75 N=1 73823.74 E=1304680.59 N-IE 8" 435,41 S-IE 8" 435,41 CB33 TYPE I RIM EL 437.75 N=173770.71 E=1304681.20 N-IE 8" 435.09 W-IE 8" 435.09 CB34 TYPE I RIM EL 437.75 N=173716.65 E=1 304681 .82 S-IE 8" 436.42 CB35 TYPE I RIM EL 437.75 N=173606.65 E=1304683.09 N-IE 8" 435.92 S-IE 8" 435.92 CB36 TYPE I RIM EL 437.75 N=173498.66 E=1304684,33 N-IE 8" 435.43 S-IE 12" 435.10 CB37 TYPE II RIM EL 437,92 N=173438,67 E=1 304685. 02 N-IE 12" 434.78 E-IE 12" 430.95 W-IE 12" 430.98 CB38 TYPE I RIM EL 437.75 N=173995.80 E=1304603.49 S-IE 8" 436.46 CB39 TYPE I RIM EL 437.75 N=173935.80 E=1 304604. 1 8 N-IE 8" 436.16 S-IE 8" 436.16 W-IE 8" 436.20 CB40 TYPE I RIM EL 437.54 N=173935.46 E=1304574.19 E-IE 8" 436.38 CB41 TYPE I RIM EL 437.75 N=173825.81 E=1304605.45 N-IE 8" 435.66 S-IE 8" 435.66 W-IE 8" 436.05 CB42 TYPE I RIM EL 437.50 N=173825.46 E=1304575.45 E-IE 8" 436.23 CB43 TYPE I RIM EL 437.75 N=173751.81 E=1304606.30 N-IE 8" 435.12 S-IE 12" 434.38 W-IE 6" 434.79 E-IE 8" 434.71 CB44 TYPE I RIM EL 437.75 N=173734.78 E=1304606.50 N-IE 12" 434.29 S-IE 12" 434.29 W-IE 6" 434.79 CB45 TYPE II RIM EL 437.75 N=173605.79 E=1304607.98 N-IE 12" 433.67 S-IE 12" 432.27 W-IE 8" 432.60 CB46 TYPE I RIM EL 437.75 N=173605.44 E=1304577.98 E-IE 8" 432.75 W-IE 8" 432.75 CB47 TYPE I RIM EL 437.75 N=173585.31 E=1304537.94 E-IE 8" 432.98 CB48 TYPE II RIM EL 437.75 N=173497.80 E=1304609.22 N-IE 12" 431.76 S-IE 12" 431.76 W-IE 8" 435.80 CB49 TYPE I RIM EL 437.75 N=173497.34 E=1304569.22 E-IE 8" 436.01 CB50 TYPE II RIM EL 437.92 N=173497.80 E=1 304609. 91 N-IE 12" 431.42 E-IE 12" 431 - 36 4" CONN CTION FOR FOOTING DRAIN Lj SPCC CURB AREA, SEE SHEET 2, DETAIL 7 EAST -WEST BASELINE N 89.20.28" E CB51 TYPE I RIM EL 438.25 N=173833.35 E=1 304521 . 38 S-IE 6" 436.25 CB52 TYPE I RIM EL 438.25 N=173832.86 E=1304478.44 S-IE 6" 436.45 CB53 TYPE I RIM EL 438.25 N=173750.35 E=1304479.39 N-IE 6" 436.03 E-IE 6" 435.93 CB54 TYPE I RIM EL 438.25 N=1 73651. 36 E=1304523.47 N-IE 6" 436.25 CB55 TYPE I RIM EL 438.25 N=173733.37 E=1304479.58 E-IE 6" 435.93 S-IE 6" 436.03 CB56 TYPE I RIM EL 438.25 N=173650.87 E=1304480.53 N-IE 6" 436.45 CB57 TYPE I RIM EL 437.75 N=173669.79 E=1304607.24 N-IE 12" 433.97 S-IE 12" 433.97 W-IE 8" 435.80 CB58 TYPE I RIM EL 437.50 N=173669,32 E=1 304566, 85 E-IE 8" 435.98 GI-1 GRATE INLET W/OIL STOP VALVE RIM EL 439.65 N=173733.87 E=1304522,52 E-IE 6" 435.21 W-IE 6" 435.71 S-IE 6" 435.84 GI-2 GRATE INLET W/OIL STOP VALVE RIM EL 439.65 N=173750.85 E=1304522.33 N-IE 6" 435.84 E-IE 6" 435.21 W-IE 6" 435.71 FLOW CONTROL STRUCTURE TYPE II (SEE D-18737-02) EMERGENCY OVERFLOW STRUCTURE TYPE II (SEE D-18737-02) HOUSE n i�9r_ ?!I 00 co M 'O l Q t I# r L I IT r- , M Q <O ff f f' H N M / i, P I ' RIP RAP \,# ;AROUND 11 TRASH RACK, ;8EE NOTE 2 ' Q _ 48LF 12 @ IT N 0.5% TO OUTFALL IE 425.50 W/TRASH RACK, - SEE D-18737-029 . # DETAIL ti EMERGENCY OVERFLOW i STRUCTURE Y I FLOW CONTROL STRUCTURE j j fit• ! ; � 4 ; I / f1 ! # E E I / U1 ! i ! C3 ) re) i I co c"i el 11 / r �S i rj NOTES 1. ALL NEW STORM DRAIN PIPE SHALL BE HIGH DENSITY POLYETHYLENE (HDPE) PIPE (W/CORRUGATED EXTERIOR AND SMOOTH INTERIOR) UNLESS OTHERWISE NOTED. 2. RIP RAP SHALL BE 6 TO 8" ANGULAR ROCK, 18" DEEP AND SHALL BE 10'L x 10'W CENTERED ON TRASH RACK. IN COMPLIANCE WITH CITY OF RENTON STANDARDS owu DEVELOPMENT ENGINEERING %+ SURFACE WATER UTILITY jtjohnson 05/09/2017 rstraka 05/09/2017 ' 30 0 30 60 REVISION DESCRIPTION: PERMIT SUBMITTAL CAD ENGINEER REVIEWED APPROVED GRAPHIC SCALE 1 " = 30' WO NUMBER: 111022315 LEGEND 438.25 FINISHED GRADE ELEVATION PROPERTY LINE CATCH BASIN, TYPE I (SEE DETAIL SHEET 2) CATCH BASIN, TYPE II (48" ) (SEE DETAIL 2 SHEET ) E HIGH DENSITY POLYETHYLENE DRAINAGE PIPE (W/CORRUGATED EXTERIOR 8, SMOOTH INTERIOR) STATION FENCE SLOPE AND FLOW DIRECTION CABLE TRENCH FOUNDATIONS (REF ONLY) RIPRAP D-18730 SITE LAYOUT AND GENERAL NOTES D-18732 TEMPORARY EROSION AND SEDIMENT CONTROL PLAN D-18734 GRADING AND FENCING PLAN D-18737 DETENTION POND PLAN D-18738 FOUNDATION PLAN D-18739 STRUCTURAL PLAN D-14566 ELECTRICAL ASSEMBLY PLAN 120 R-403512 y eEFOoE YOGo CALL BEFORE YOU D I G Call: TOLL FREE 1-800-424-5555 DRAINAGE PLAN 230KV SWITCHYARD TALBOT HILL SUBSTATION DATE (M/D/Y) PUGET SUBSTATION DRAWING NO REV NO 'l / I� / �� • SOUND ENGINEERING GINE R T D-18736 0 ENERGY SHEET: 1 OF 2 SCALE: 1 "= 30' -O" CLASS: S I TE FILE NO: ti 11-7 14-c CADD NO: $$DGN$$ CODE: TAL E 0 $FILE$ 8 I 7 ( 6 I 5 I 4 I 3 2 i 1 R LO co C) C) 0 W C _111110 A rr w V) W f- 0 SOLID COVER 118' THK DIAMOND PLATE, POWDER COAT SAFETY YELLOW AFTER FABRICATION (ALL SURFACES) a rn t� HANDLE: 1'2' D I A BENT BAR WITH 11/2" RAD TYP 31 76 50" 31/2" FROM EDGE OF COVER `Y TO INSIDE FACE (TYP) M I -I ----- -rM MATERIAL:,A36 STEEL I 6 �2„ L 3 " x 3 "x3/16'x0' -1 ItTYP TYP) (TYP 4 PLACES) 3,16 COVER DETAIL (BOTTOM VIEW) 1"DIA PVC VENT PIPE. ELEVATION = 1" (MIN) SECTION ABOVE TOP OF SPCC CURB INSTALL A 3/8" SS (NOT SUPPLIED WITH EXPANSION ANCHOR NTS OIL STOP VALVE) FOR HANGING THE FLOAT CABLE HANDLE SPCC CURB/FTG SEE FOUNDATION p�nc 3"MINIMUM �n co PLAN FOR DETAIL (REF ONLY) YARD COURSE CLEARANCE 4°� i ADD UNIT-K INSIDE SPCC AREA a° �n INRISERS AS REQUIRED YARD COURSE---,, Dpo L� i � �OoDO�OoDO �� YARD COURSE Qo� o ° ° O BASE COURSE >� • Oap BENTONITE a a ° opaQ0�0 Q�Q v O MAT D Do (3°a o— — — aQQ Q BENTONITE ----- —1 MAT — _ WATER A I / r. ( LEVEL J GQ •.j a v .SAND r d ° G 6"SCH 80 PVC OUTLET P IPE(S) ` ° d °a 1 N ,,° GRATE INLET TYPE 2 FLEXIBLE CONNECTOR w/CLAMPS �; tl d (WA STATE STNDARD PLAN B-35.40-00) NOTE: GROUT ALL PICKUP HOLES FULL �4av AFL/CLARK OIL STOP . a ,�°. VALVE OSV-6 ° .•r PSE MID 9996016 •S'.TAINtESS STEEL ANCHOR FOR HOLD DOWN STRAP GRATE INLET TYPE 2 WITH 6 OIL STOP VALVE DETAIL 1 NOTE: VERIFY THAT VALVE SEAT IS CLEAN AND CLOSES PROPERLY THEN CHARGE GRATE INLET WITH WATER TO LEVEL SHOWN (APPROXIMATLY 200 GALLONS OF WATER WILL BE REQUIRED) MAKE SURE THAT VALVE IS IN OPEN (FLOATING) POSITION. RISERS AND CATCH BASINS SHALL HAVE FRAME AND GRATE CAST INTO RISER CAST -IN INVERTED FRAME AND GRATE 4" YARD 2' -00. COURSE TAPER (TYP) oo°moo°moo a Q7> p o �Q� Q A r 6 MIN 9 " COMPACTED DEPTH BASE COURSE PER PSE SPEC 1275.13100 INLET PIPEr-- - - ---i CATCH BASIN, TYPE (PER COB DETAIL D-2) NOTES: IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING + jtjohnson 05/09/2017 SURFACE WATER UTILITY rstraka 05/09/2017 SLOPE TOP OF BASE COURSE FROM 10' AWAY OR FROM EDGE OF FOUNDATIONS, ETC OUTLET PIPE 1. LOCKING GRATE IS REQUIRED WHEN OUTSIDE OF SUBSTATION FENCE TYPICAL CATCH BASIN. TYPE 1 DETAIL 2 1 GRAVEL BACKFILL FOR PIPE ZONE BEDDING (SEE NOTE) FOUNDATION LEVEL LATAI T0r7AI(1LI ti/TnTLI HDPE/PVC PIPE TYPICAL PIPE BEDDING OUTSIDE OF SPCC AREA DETAIL (WSDOT STANDARD PLAN B-11) NOTE: SEE WSDOT STANDARD SPECIFICATIONS SECTION 9-03.12(3) FOR GRAVEL BACKFILL FOR PIPE ZONE BEDDING. FOGTITE No-2 METER BOX & STEEL TRAFFIC LID w/INSP PLATE �Q Q a� Q O FINISHED GRADE �00�� M & H VALVE CO, A.W.W.A. RESILIENT SEATED GATE VALVE w/MECH JOINT ENDS GATE VALVE ASSY DETAIL PERFORATED SCH 80 PVC PIPE W/2 ROWS OF 5,8' DIA HOLES DRILLED 8" OC AT 1200 AND STAGGERED Z oo woo o Qoapa o0 �oOooaQO _ _,{i ° w 0� �D� O �� p o aDo �� - a� 'nao> a a p�o6,Qo > oaa� v N �- o oaa r SLOPE <d a BENTONITE } . ORq I o a L1 N 120' ^MAT A Z v J w rn ° N 3 SUBBASE n c� 1 0' ± (OR TO FDN 1 0' ± (OR TO FDN OR SPCC CURB) OR SPCC CURB) 8 7 6 5 4 $FILE$ CATCH BASIN FRAME AND VANED GRATE OR MANHOLE RING AND COVER HANDHOLD co z v RECTANGULAR ADJUSTMENT SECTION OR CIRCULAR ADJUSTMENT SECTION ifl � Dy d® D FLAT SLAB TOP D b � R d o 48", 54", 60", 72", OR 96" D D D D MORTAR (TYP.) ° 4 STEPS OR 1 LADDER I 1 I I I 1 1 iv 1 1 � I I 1 I � 4 Z c 1" MIN. MORTAR _ v REINFORCING STEEL FILLET -1 N 2.5" MAX. iv 12" 7T1.i a ° v a SEPARATE BASE INTEGRAL BASE CAST IN PLACE PRECAST WITH RISER "O" RING GRAVEL BACKFILL FOR e 12" PIPE ZONE BEDDING f D L7 D C b d :16�� SEPARATE BASE PRECAST 4" STATION YARD COURSE COMPACTED BASE COURSE COMPACTED SUBBASE NOTES 1. No steps are required when height is 4' or less. 2. The bottom of the precast catch basin may be sloped to facilitate cleaning. 3. Frame and grate may be installed with flange down or cast into adjustment section. 4. Knockouts shall have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5" minimum gap between the knockout wall and the outside of the pipe. After the pipe is installed, fill the gap with joint mortar in accordance with Std. Spec. 9-04.3. CATCH BASIN DIMENSIONS CATCH BASIN DIAMETER WALL THICKNESS BASE THICKNESS MAXIMUM KNOCKOUT SIZE MINIMUM DISTANCE BETWEEN KNOCKOUTS BASE REINFORCING STEEL in2/ft IN EACH DIRECTION INTEGRAL SEPARATE 48" 4" 6" 36" 8" 0.15 0.23 54" 4.5" 8" 42" 8" 0.19 0.19 60" 5" 8" 48" 8" 0.25 0.25 72" 6" 8" 60" 12" 0.24 0.35 96" 8" 12" 84" 12" 0.29 0.39 PIPE ALLOWANCES CATCH PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER BASIN DIAMETER CONCRETE ALL METAL CPSSPO SOLID WALL PVC O PROFILE WALL PVC (a) 48' 24" 30" 24' 27" 30" 54" 30" 36" 30" 27" 36" 60" 36" 42" 36" 36" 42" 72" 42" 54" 42" 36" 48" 96" 60" 72" 60" 36" 48" Q CORRUGATED POLYETHYLENE STORM SEWER PIPE (Std. Spec. 9-05.20) 02 (Std. Spec. 9-05.12(1)) (1) (Std. Spec. 9-05.12(2)) CATCH BASIN TYPE 2 TYPICAL CATCH BASIN. TYPE II DETAIL r6NN 1 SPCC CURB/FTG SEE FOUNDATION PLAN FOR DETAIL (REF ONLY) > 7 W U Cn U Q r �c�nUJ o CC a rBENTONITE c\J MAT 2 N in col r t J c V > v Q v D ° a 2" OF WELL GRADED SAND PER PUGET SOUND ENERGY STD SPEC 1275.1370 1'-6" JER#,4 WASb r 49527OIST 4 nNAL I�G�� cf [►5 f.� 3 TYPICAL AREA INSIDE SPCC CURB TYP CONC FOUNDATION INSIDE SPCC CURB AREA (SEE FOUNDATION PLAN) c ZI G , z --`-COMPACTED BASE COURSE THE BENTONITE MAT AND UNDERLAYING SAND BLANKET SHALL BE SLOPED UP TO MEET CONCRETE CURB AND FOUNDATIONS. WRAP BENTONITE MAT UP CONCRETE CURB OR FOUNDATION 4" MIN. TYPICAL ON ALL SIDES AS SHOWN. BENTONITE MAT SHALL BE A GEOSYNTHETIC CLAY LINER AND CONSIST OF BENTOMAT DN BY CETCO LINING TECHNOLOGIES, OR EQUAL. R-403513 REVISION DESCRIPTION: WO NUMBER: 111022315 DRAINAGE DETAILS PERMIT SUBMITTAL CAD ENGINEER REVIEWED APPROVED J, 14 A(12 230KV SWITCHYARD TALBOT HILL SUBSTATION DATE (M/D/Y) PUGET SUBSTATION DRAWING NO REV NO SOUND ENGINEERING D— 1 8736 0 ENERGY DEPARTMENT SHEET: 2 OF 2 SCALE: NONE CLASS: S I TE FILE NO: 7 / t. CADD N0: $$DGN$$ CODE: TAL 2 1 f- E : 8 7 6 5 ll 4 3 2 1 Lo co C) I C) I W FBI C 1.9 w uo A . ...a' ..:..x . a ro e.e ....,v,.. . z cs , v - -sm . r Y..: -s b '. Y<Srii", mJi 5d < p[B:•k e �" NY/ " - — — — \ ,� ,y� �_ . a - - r w;Y ,`�a..... .. s a�. - �4a ": a �,.2 @ @ x ,<:& a @. _a *`s'< '� so jai ^M' '4..i> low ? ' e 't 8d.'^ ,na>r. x a — — \ \ \ �� '� a YciE � ggg� n. 4, ��'+'�;*, # a �t�d�'. 3r �,� � .. � s ' <� x�b $�a°„' e � �¢ sH' axa� € E �a�b S 9� 'S 3 — — — — — — — — — k s a3 N " sr �a E S I 8 \ \ i e _ — _. _ — — — — \ — — — — — — — — — — — — — \ - - SF _ — `\\ 435 --- ___-.� _ -----� \\--- - / _- ------ - ----- ----- ` ` \� / >! \) I r/ __--------44 ----- 871—F 12" -\/ / IOe 1 --------U-1 -- —80 PVC --- -- ---- _ o \\ \\ _ // /,-__-tk ,_c?_0.5% SLOPE \ \1\\ �\ i I / // // / I f I II / / / // // // /\ / — \ \ ��—,------------- ---- 1p —/ `------— o°P oP o 0 0 / 430-- IE 424.96 — — — —— —— — — — — — —— _ WITH TRASH RACK, - - - — — — — — — — — — — / PER / DETAIL 3, ' �`- __--------- 100' WIDE CITY OF SEATTLE SHEET 2 TRANSMISSION LINE EASEMENT A.F.N. 5333805 POND VOLUME NOTE: POND VOLUME REQUIRED: 74.876 CF POND VOLUME DESIGNED: 79,980 CF 21-61 7,-0" SHOULDER (TYP AROUND NEW 7' HIGH ------_,STATION) SLOPE CHAIN LINK SHOULDERS 2% FENCE, TYP EXISTING GRADE ' .7 — — MWS ELEV = 432.5 w POND SLOPE TO BE STABILIZED FINAL w a 4" TOPSOIL AND HYDROSEEDED ONCE GRADING GRADE o > � s° IS COMPLETE ~ kt. w POND BTM = 425.0 — — — — — — — — — — — — — — — — — — — — BTM LIVE STORAGE = 425.5 SECTION A 20 0 HORIZ: 1" = 10' VERT; 1" = 6' 20 40 GRAPHIC SCALE 1 " = 20' :• 1ER,�� WASJ/ �G - r O +Q 49527 q � �GI S T ssIUAL R-403514 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING AVVI&� -� IL jtjohnson 05/09/2017 SURFACE WATER UTILITY rstraka 05/09/2017 REVISION DESCRIPTION: WO NUMBER: 111022315 PERMIT SUBMITTAL CAD ENGINEER REVIEWED APPROVED DETENTION POND PLAN TALBOT HILL SUBSTATION PUGET SUBSTATION DRAWING NO REV NO 1p SOUND ENGINEERING D— 1 8 7 3 7 0 ENERGY DEPARTMENT SHEET: 1 OF 2 SCALE: 1 "= 20'-0" CLASS: S I TE FILE NO: CADD NO: $$DGN$$ CODE: TAL 2 1 -E W. -A $FIL.E$ I 1 7 I 1 5 1 3 EN j ( I Lo co C) I C) W p \ r y 2 I I / r- 24" Mom! INLET FROM POND \� CLEARANCE C W (N r� A� s REMOVABLE WATERTIGHT / COUPLING SAND COLLAR OUTLET (TYP) Q\� PLATE WITH PLAN VIEW 2" ORIFICE ELBOW/2ND ORIFICE DETAIL DEBRIS CAGE REMOVABLE WATERTIGHT COUPLING PLATE WITH 21/8" ORIFICE ELBOW/3RD ORIFICE DETAIL 2 x BEAM CEDAF FENC: 3 x 6 POST /CEDAR CAP 8' DIA BOLT /NUT. 2-WASHERS PALNUT x 6 BEAM TIFFENER DETAIL 2 SCALE: 3/4" = 1'-0" — 6 x 6 x 11'-9" L TREATED DOUGLAS 2 POST w/CEDAR CAP (TYP 2 PLACES) 1 TOP OF POST SECONDARY INLET EL=432.50 17 LL"l 3" MA (TYP ELBOW/2ND ORIFICE ENDS) PER DETAIL THIS SHEET _ EL=431.60 0 I LIFT HANDLE 40 ELBOW/3RD ORIFICE << PER DETAIL THIS SHEET _ EL=430.35 o rn SHEAR GATE. 8" MIN DIA `1 ' FINISHED SAND COLLAR (TYP) GRADE OUTLET INLET IE=425.50 IE=425.50 v:: 6; E N STEPS OR LADDER v: e o 12o FLOW CONTROL 11 12 DIA _1 STRUCTURE CONCRETE rn G�I ,~ FOOTING a e RESTRICTOR PLATE WITH 11/8" ORIFICE EL=423.50 BTM EL=421.50 FLOW CONTROL SCREEN F: TYPE II 60" DIA SECTION A CATCH BASIN TYPE 2 WITH FLOW CONTROL STRUCTURE DETAIL NTS ANCHOR STRIP VIEW A -A 4 EACH- 1/4" x 2" x 5" STRIPS. WELD TO 3/" DIA FRAME, SPACE UNIFORMLY AX 3/4' DIA FRAME 1/2' NON CORROSIVE BOLTS AND NUTS r---- MAXIMUM 3" SPACING 3/4' DIA ENDS TO BE WELDED TO 3/4' DIA FRAME END VIEW T M ♦^ 1 1 M♦^ I 11 r T ♦ T I NOTE: ALL PARTS SHALL BE ALUMINUM ONLY (NO GALVANIZED STEEL) 3/4' DIA FRAME 1/4 " x 2" x 5" STRIPS 8 7 6 $FIL( $ OVERFLOW WATER SURFA( EL=432.66 SAND COLLAR IE=425.39 TYPE II 60" EMERGENCY OVERFLOW STRUCTURE TYPE 2 DETAIL 5 NTS 4 2 I 1 5/8' D I A x 8" GAL V MACHINE BOLT w/NUT & ROUND WASHER (TO BE PLACED UNDER BOLT HEAD), 11/4' SQUARE WASHER (UNDER NUT) & PALNUT (TYP 3 PLACES PER POST) 2 x 6 x 7' -1 1" LONG 6 x 6 POST TREATED DOUGLAS FIR. w/CAP (NOT (FIT BETWEEN POSTS & SHOWN) FASTEN TO BEAM WITH A MIN OF 2- 10D GALV NAILS EVERY 12 ) 3 2 x 6 x 9'-2" LONG (TYP 3 PLACES) TREATED DOUGLAS FIR BEAM (TYP 3 PLACES)— / f PLAN VIEW NOT TO EXCEED 10'-0" FOOTING WOOD ISOLATION FENCE DETAIL SCALE: AS SHOWN 3" TOP COURSE C 0'00 0 STRUCTURAL FILL) 10, 1 �1 POND ACCESS DRIVEWAY DETAIL NTS �'- 1 x 6 x 7' -0" LG CEDAR FENCING (TYP 20 PLACES) DETAIL 3 SCALE: 3/4" = 1 ' -0" _ tILL A 13/16" DIA HOLE THRU )R A 5/8" DIA BOLT AND COUNTER )RE 2" DIA FOR A l 3/4' OD WASHER BE PLACED UNDER BOLT HEAD -YP 6 PLACES) ')TING 12" DIA 'RETE FOOTING rri �J PLACED NEXT TO EXISTING FENCE POST, REMOVE ENOUGH OF THE EXISTING CONCRETE TO ALLOW PROPER BONDING OF NEW TO OLD CONCRETE FOOTINGS. 9" BASE COURSE R-403515 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING %,� FRFAE WATER UTILITY jtjohnson 05/09/2017 a 05/09/2017 ' A REVISION DESCRIPTION: WO NUMBER: 111022315 A PERMIT SUBMITTAL DETENTION POND DETAILS TALBOT HILL SUBSTATION DATE ( M/D/Y ) PUGET ENERGDY SUBSTATION ENGINEERING DEPARTMENT DRAWING NO 7 _EET: REV NO CAD ENGINEER , %ids / Se � // / %7� / �6 SHEET-: F 2 2 OF 2 REVIEWED / / SCALE: NOTED CLASS: S I TE FILE NO: APPROVED 1, . sty Z ► i / t7 / rjo, CADD NO: $$DGN$$ CODE: TAL 3 2 1 C rr w w 0 8 ( 1 I I I + I _ �_ 1 UU TT SS RR PP NN • (FUTURE) I 217'-9" I 54' -0" 27' -0" 27' -0" 27' -0" 1. 27' -0" ' 27' -0" 27' -0" 27, -0" i 27' -0" 27'-0" o N i 1 D-15813 - J— - - — _j • N SECURo I CAMERATY I I zI o 1 I -1 POLE N Ja I D�581 3 FOUNDATION I > I N o O N �D-3797 D-3797 D-3797 D-3797 D-3797 0 ED- D-3797 D-3797 rnlw O D-3797 D-3797- - - co N CL U_ 1 1 1 D-3797 230KV BUS SUPPORT D-3797 1- - D-3797 � D-3797 D-3797 D-3797 � - - D-3797 - - D-3797 — - D-1 3744 D-3797 D-3797 FOUNDATIONS I D-3797 - 9210 D- I 10 I D-91210 D-91210 I D-91210 1 o D ` � 1 92 Co -I -- - - - --I-- - �T- --I- - + + - - - --- - - - - - - 230KV SWITCH STAND - FOUNDATIONS 1 :: :: :: I :: 8' -0"1 8' -0" 8' -0" 8' -0" 8' -0" 8' -0„ 8 , _0„ 8' +0„ I 8' _0„ 0 8' _0„ I I `I 1 D-1 7907 D-1 7907 D-1 7907 D-1 7907 D-1 7907 I - --- - - - - - - - - - - -- - - - - - - - —- - ' - 230KV PCB- - - -N FOUNDATIONS D-18742, D-18742� D-18742, D-18742 D-18742 0 I I `1 ao � 230KV DEAD END N =N FOUNDATIONS 0 0 1 ,D-17907 D-17907 iD-17907 ID-17907 D-13747 ,1 ' = t-- ---- - - - - - - - - --- - - - - --- - = - - - - 230KV PCB- - - 1 FOUNDATIONS LJJ I 13' -11 1/4- ` 8 -0 I Ld -I o 1 ' I I r I N D-9210 D-9210 D-9210 D-9210 D-27J1(4) a 1 230KV SWITCH STAND I :: :: :: :: _ _ _ AND YARD JUNCTION Lu 1 �a3097- - - - - + } _ _ `r I__ BOX SUPPORT - - z I i - _ FOUNDATIONS —j i�1 60 8, _0„ 8, _0„ 8, _0„ g' -0" 8'-0 8' -0" 1 0 0 1 0, _0„ 1 D-3797 00 D-------I-- - --i-I D 3797 D3797 D-379D-3797 230KV BUS U D-379 SUPPORT I- -- -- - -4- - —ID-13744 _ 'D-3797 D-3797'FOUNDATIONS D-15813 L------- - - -- El - - - - - - - - - -- - - - - - - --- -- E 1 D-3797 D-3797 D - 3 7 9 7 D-3797 D-3797 D-3797 LJD-3797 1 D-3797 0 00 1 I 27'-0" 27'-0" 27,_011 ( 27,_0„ I 27'-0" I 27'-0" I 27'-0" I 27'-0" I 27'-0" 1 FILL PIPE w/CONCRETE (TOP TO BE ROUNDED) 6 DIA x 7 -0 LONG SCH 40 GALV PIPE 1" x 2'-0"LONG (MIN) REFLECTIVE MATERIAL (MIN OF 2 PLACES) CONCRETE MATCH LINE �o i rn 1'-6" DETAIL 1 BOLLARD NTS INSTALL (2) BOLLARD SEE DETAIL 1 (230kV SIDE) t 1 15 k V S I D E) TOOL EDGE, APPLY FULL WIDTH BROOM (TYP) 6 `FINISH N J U c 0rn �v 1 0 ( 6 ) #4 REINFORCING--.,,R '•� BARS, LAP w/#4 > CORNER BARS 2' N #4 CORNER BARS �v Of-- t aa w> r °v'' > o ~ UGo I t b rn I 2"CLR TYP #4 BARS @ 12" 44 STD HOOKS 1'-10" @ 12" OC DETAIL 2 SPCC CONC CURB (TYPICAL CROSS SECTION) REINFORCING SHALL BE CONTINUOUS FULL LENGTH OF CURB. MINIMUM LAP BETWEEN INDIVIDUAL BARS SHALL BE 24" (TYP). NOT TO SCALE • • az ro �F—I �o z �o -O, -LL_ r 3w J i1 O ' SECURITY CAMERA POLE FOUNDATION 2, -0„ 230KV SWITCHYARD NORTH -SOUTH BASELINE D-15815 SECURITY ACCESS POST FOUNDATION - - - - —- - 6,_0„ v INSTALL (2) BOLLARD ,I SEE DETAIL 1 115KV SWITCHYARD NORTH -SOUTH BASELINE I SECURITY ACCESS clilln —POST FOUNDATION 7' - D-15815 1 0 EXISTING POLE 20 0 20 40 GRAPHIC SCALE 1 " = 20' f 1 I I ( 1 1 8 7 6 5 4 $FILE$ ■E 2 1 FOUNDATION SCHEDULE (230kV SHT 1 & SHT 2) LINE DWG NO QTY DESCRIPTION COMMENTS 1 D-2791 4 230KV AUGERED FOOTING 2 D-3097 r84 YARD JUNCTION BOX AND PANEL SUPPORT FOUNDATION 3 D-3797 230KV SINGLE PEDESTAL FOUNDATION 5 —0 X 5 —0 X 1 —0 4 D-9210 19 230KV SWITCH STAND FOUNDATION ADD 17, REV 1 E 5 D-13744 2 230KV SINGLE PEDESTAL FOUNDATION ADD 1, REV 1 5 O X5-0 X2-0 6 D-13747 2 PCB FDN 11'— 0" x 11'-0" X 1'-6" 230KV MITSUBISHI GAS BREAKER 7 D-15813 6 SECURITY CAMERA POLE FOUNDATION 4 -0 x 4 -0 x 1 -6 8 D-15815 2 SECURITY ACCESS POST FOUNDATION 2 -0 x 2'-0" x 1 -6 9 D-17907 16 230KV 3000A GAS POWER CIRCUIT BREAKER ADD 15, REV 1 FOUNDATION FOR SIEMENS 50KA BREAKER 10 D-18742 11 55' DEADEND TOWER FOUNDATION 11 NOTES: 1. ALL NEW FOUNDATION ELEVATIONS SHALL MATCH EXISTING FOUNDATIONS, UNLESS OTHERWISE NOTED. 2. STRUCTURAL CONCRETE, MINIMUM 28-DAY COMPRESSIVE STRENGTH, F'c = 4,000 PSI 51/2 SACKS CEMENT PER CUBIC YARD OF CONCRETE, MINIMUM AIR ENTRAINING ADMIXTURE TO PROVIDE AIR CONTENT OF 5% PLUS OR MINUS 1.5%, SLUMP 4" PLUS OR MINUS 1". 3. CONCRETE SHALL BE PLACED ON FIRM COMPACTED NATIVE SOIL. IF SOFT OR WET SOILS ARE ENCOUNTERED, OVER -EXCAVATE AND REPLACE WITH IMPORTED GRAVEL OR CRUSHED ROCK AS DIRECTED BY ENGINEER OR REPRESENTATIVE. COMPACT TO 95% DRY DENSITY OR AS DIRECTED. REFERENCE DRAWINGS D-18730 SITE PLAN AND GENERAL NOTES D-18734 GRADING AND FENCING PLAN D-18739 STRUCTURAL PLAN D-14569 STATION CONDUIT 230KV YARD LEGEND ElPROPOSED FOUNDATION Q EXISTING FOUNDATION IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING jtjohnson 05/09/2017 ' 0 0 m m m m m ■ 0 0 m m m m m a ❑ ❑ ❑ ❑ 11 z 213OkV 11 ESWITCHTARD 5-18738± ZATa ILI LIT 7107111110 - ®m D o D®. ■■ i i0■r .®DoD®o ■ o o • �o ■■p ■•a o ep e o f at SR ■°a o • o • �a • �a ®®®® 0 USE 0 0 � 00 O oe .• ee ee oe o 0 0 KEY PLAN R-403516 THIS DRAWING SUPERSEDES D-2867_01 REVISION DESCRIPTION: WO NUMBER: 111023064 FOUNDATION PLAN PERMIT SUBMITTAL 2 3 0 K V S W I T C H Y A R D 3 CAD ENGINEER REVIEWED APPROVED TALBOT HILL SUBSTATION DATE ( M/D/Y ) PUGET SUBSTATION DRAWING NO REV NO SOUND ENGINEERING DEPARTMENT D— 18738 ENERGY 1 SHEET: 1 OF 2 SCALE: 1 "= 207-0" CLASS: FILE NO: J. a4 T 1 / 15-/1(, CADD NO: $$DGN$$ CODE: TAL 2 1 17 F- A Lo co O I 1) I W C I QI w V) A — I ZZ YY XX © VV , 210' -2 1 /2 " , 36' -21/2' 1.1121 -0„12, -0" 1 5, -0" 27, -0" 27' -0" 27, -0" 27' -0" 27' -0" 27' -0" 27, -0" 27' -0" , I SECURITY CAMERA 'D-15813 2'-0" D-15813 SECURITY POLE FDN ;N CAMERA 5` POLE FDN ` Lo A r1 . D-3797 I D-3797) D-37971 D-3797I D-3797 D-3797 D-3797 D-3797 D-3797 o o -� I - - - - - - - - - - - - - - - - - - - - M WW��co i D-3797 230KV BUS SUPPORT , D-3797 FOUNDATIONS - - — - - - - —o - - I D-3797 1 - D-3797 D-3797 D-3797 r - - D-3797 - - D-3797 I- - D-3797 D-3797 i '1 N -3 7 9 7 - - - -�t - - —— - - —-- t� � ` I D 3797 �, D-9210 co I D-9I210 I D-9I210 I D-9I210 D-9I210 230KV SWITCH STAND -- FOUNDATIONS- 1 I O I i 8' O�� ►I 8 i.� 8 i O ii 8' _O ii I 8 , — " '� ►I'� ►I 8T I 8—i ►� 8� 8'-0 . 18 ` I ID-17907 ID-17907 D_17907 , D-1 7907 I , D-1 7907 , —230KV-PCB - - - - -- I - �- - -- - - -- FOUNDATIONS co r "'o D-18742 I p_18742 I D-18742 I D-18742 I D-18742 I D-18742 230KV SWITCHYARD DEAD END 00 If NORTH -SOUTH BASELINEI FOUNDATIONS So MO I - D 17907 D-13747 D-17907 D-17907 D-115 22 -- - - - - 230KV PCB FOUNDATIONS I„ I 18,_0„ I18'-0" I „ 0 8 -0 8 -0 8'-0 8 -0 8' -0 8 -0 8'-0 8 -0 ,i 230KV SWITCH STAND N D-9*210 I D-9I210 I D-9I210 I D-9I210 I D-9I210 AND YARD JUNCTION BOX SUPPORT ID-3097 - - FOUNDAT I DNS`\OD I D-3797I o � o of 1 I i D-3797 D-3797I D-3797I D-3797 D-3797I D-3797 D-3797 D-3797 N O— �1 D-3797I 230KV BUS SUPPORT c�11 I D-3797 _ _ FOUNDATIONS �o D-3797 D-3797 D-3797 D-3797 D-3797 D-3797 D-3797 D-3797 D-3797I - - - - - - - - - - - - - - -L-;J0 D-3797 a _ o0 D-3797 115KV SWITCHYARD NORTH -SOUTH BASELINE 1 7 4� SECURITY CAMERA LD-15813 -POLE-FDN � o N 51'-7" 24' -0" w po z Q w Q U m H 3cn cw >3 Sc U-)� �a w MATCH LINE (230kV SIDE) ( 1 1 5KV SIDE ) 20 0 20 40 GRAPHIC SCALE 1 " = 20' 0 27' _0„ _I 0 V) Ld w cn W z _ U Q FOUNDATION SCHEDULE NOTE: SEE D-18738, SHT 1 FOR COMPLETE FOUNDATION SCHEDULE. NOTES: 1. ALL NEW FOUNDATION ELEVATIONS SHALL MATCH EXISTING FOUNDATIONS, UNLESS OTHERWISE NOTED. 2. STRUCTURAL CONCRETE, MINIMUM 28-DAY COMPRESSIVE STRENGTH, F'c = 4,000 PSI 51,2 SACKS CEMENT PER CUBIC YARD OF CONCRETE, MINIMUM AIR ENTRAINING ADMIXTURE TO PROVIDE AIR CONTENT OF 5% PLUS OR MINUS 1.5%, SLUMP 4" PLUS OR MINUS 1"• 3. CONCRETE SHALL BE PLACED ON FIRM COMPACTED NATIVE SOIL. IF SOFT OR WET SOILS ARE ENCOUNTERED, OVER -EXCAVATE AND REPLACE WITH IMPORTED GRAVEL OR CRUSHED ROCK AS DIRECTED BY ENGINEER OR REPRESENTATIVE. COMPACT TO 95% DRY DENSITY OR AS DIRECTED. IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING ' jtjohnson 05/09/2017 ' THIS DRAWING SUPERSEDES D-2867 m a a a m m m m m a a m • m a a a a m a m a ■ as as as as as as ❑ ❑ ❑ ❑ ❑ ❑ 23OkV © ©® ©a©■ SMI TC"YARD a a a ■ D��B To-H ❑ 10 H I �l L J �'-n 'c © oo aC7 0.0 �o vM� !o ��o. o •�pY •'p am am S I101*A 0 0 oo- ,�.pp� ? o � rJ � 00 � 00 ■• ,0 00 0-0 O O 0 • ■ ■ ■ ■ • • ■ ■ • ■ ■ i ■ ■ ■ ■ • �z KEY PLAN NTS R-403517 REVISION DESCRIPTION: IWO NUMBER:111023064 FOUNDATION PLAN PERMIT SUBMITTAL 230KV SWITCHYARD TALBOT HILL SUBSTATION DATE (M/D/Y) PUGET SUBSTATION DRAWING No REV No CAD `Q;{ II 1 ' SOu GENEY DEPARTMENT D G D — 18738 1 ENGINEER G', �vS,�/� // `� �!6 SHEET: 2 of 2 REVIEWED SCALE: 1 "= 20'-0 CLASS: S I TE/FDN FILE No: APPROVED J 1 y. i j& CADD NO: $$DGN$$ CODE: TAIL 3 2 1 —E =ED W. I— A $FILE$ i Lo C'7 oz o El 0_0 El O �dJ D::C••El ® :® ® �..®..® F1-: W SWITCHYARD l •� 0• SM�I2°•Tq0tYARD �i o°° D=2867; SHT 2 c .um % • .:: •®: 28,ral ti.SHT :1: >3 rQLg I p W { ` E' ' WI s ♦.�s�'i*1�i�� p�ac*T� � +A�R s .'�F� II�t'�11 r�i.y. ♦#>! Z C 115kV SWITCHYARD NORTH -SOUTH BASELINE 0 I 0 I v 0 1az 1= 0 W Q Q U 0 z M I- 0 -LL_ 0W U J w0 N � D-1 5813 3' —0" 10 cKEY PLAN FOUNDATION SCHEDULE LINE DWG NO OTY DESCRIPTION COMMENTS 28 F-3863 1 230kV TRANSFORMER FOUNDATION 29 D-12100 1 SEISMIC TIE DOWNS 30 D-13713 1 230kV TRANSFORMER FOUNDATION 2015 CONSTR 31 D-15813 6 SECURITY CAMERA POLE FOUNDATION 4'-0" x 4'-0" x 1'-6" PHASE 0 CONSTR 32 D-18744 2 230/115kV TRANSFORMER STRUCTURE FOUNDATION 32 IF IL M N z' z' m 1 m MATCH LINE (230kV SIDE) (115kV SIDE) I ---------------------------------��-- -1 i 32' -6" 32' -6" 44' -6" 32' -6" 32' -6" I �I 10 II II 10 1 I I I 1 10 D-13713 10 1 I II D-18744 D-18744 11 D-18744 o o XF,MR 'I FDN I I D-12100 � II I II 0 II I I II I I I D-18744 I �1 F-3863 I II I I I 1 00' -0 " I II I 1 00' -0 " II I I I II SPCC CURB 4< AND FOOTING SEE D-18738, SHEET 1 T__ '_� OMMj CommCHOUSE TOWER u! Y 1 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING jtjohnson 05/09/2017 ' NEW CONTROL HOUSE 0 I 0 N DRIVE 50' -0" CONTROL HOUSE 9-0" 17 -6" 17 -6" 1 7' -6" 1 4' -0" 1 4' -0" )_-I I -- - - - - - - - - - - - - - ---------------------------'8 0 ----------;-„---------� 1 0, _0„ 7 _6 g, _0„ I FF ; D-2618 10328-HS-2E (10) I to- - „ - 19_0 D-2618 7,_0D-286 1 _6 - v Ol 1 r-1 r D-2618 o D_..591 0 I co D-11632 1 F 3864 1 1 r-F-3864 0 D-2186 can):: 1 D- 591 I D-1 632 I D-2186 D-2186ro 0 -- - --- — - - - —- - —- - - - - -- �-- -- -�- _ 3- H-2600 (6) 10328-HS-2E (36) 1 O D-3734 (6) - I r- 1 r.- I D-1 4276 _O .....r„ _ I•. r- 1 r- 1 r- 1 r- 1 r- 1 D-3734 1 D-1 276 D-3734 I D-1 371 6 -10- - -I-I- -i 1- - F I---� � I - �--'9=LJ �_ „ _ I— I ' —H 1 --t 1 - i � - - -*-- - - _ , g , 0„ 8 , 6 I- - - 9' 0 9 -0 g -0 --- - - - - - - � - - r-1 r-1 r-1 r-1 '-.. r.. I r r � .. D-2618 _ ;: $I _ _ 1- - - --- 1 5KV MAIN BUS _ _( 3� -� - I - -- - -- - I - -!-s - - _I - -I - - I - - 1 1 0328- r - I- I - - - - TYP .. �$} I rj r 0 9, _0„ -1 T I -1I _I - _I 4, -6„ -1 D-2618 I I I I -1 f �-1 1 9 _ g _p„ 8, _ „ I_ HS-2E.. \1 Ir � r— r— r— ' r— r— r— r r— r �i r— I r— r— r— r— •,• � _� o I I C)ot:: 1 { :: I-I--I-TtOI-� --r--LEI (3) .. ,-TI_ I I I -'—t:: I -'-� :: I AD— TYP.. F1 F1 F1' F1 6' -6" F1 F1 I D-261 8 F1 F1 rn F1 F1 I �{�. I F1 1 I 1 F-4252 F-3864 k 115KV DISC SW 8' -0" © © of of p © F-386 0l r©I I r©I of of r©I I r©I of r©I co t 3 ) _ � I _ � _ � I c�' : � 1 0 3 2 8 -- --i�r-�1 �-':I I- T_+©i- - FC 1 A 1 T © ® ©� ® I ©J I ©J _ ° I °J-° I ©J I ©J I ©J I ©J - I ©J I ©J �e - _ F1 - - --- n F 43491 F-4349 ............. ... D-2186.._... o I I . r r ... Ip. I �' _E q..._ -�i �. 2 x I' - 1 t TYP) t TYP) . __..-...,...._,..... _ -�i, PIER' _ - r.__r.... _ }-- D-3097 (FIELD VERIFY) 1 m I I I I 12'-4' D-3097 D-3097 1 -0 PIER TYPE IV TYPE IV (FIELD VERIFY) I TYPE IV NCH 115KV OCB - - - - —- - - —- --- - - -�- - - - �- - - - - { - - - - - - - - - - - - - ---F- --- 1 1I III (REFEONLY) tO 'D-2985 D-5558 D-5558 D-5558 p_14945 1 ,D-5`555$ ' D-14945 D-14945 I D-5558 D-5558 D-5557 D-5557 D-2985 � 1 1 - F-3864 �. _.._........ ..... F1 F1. F1` F1 I F1{ F1 } v I __..._ _ _. __ _ 1 0 O mI F ©I F 1 ©I ©r ©I ©il ,.©1 ,... __ 115KV DISC SW : _.._.. _... ...._....__... °1 ....... ©1 0 r I ©I --- - --- --- :: - - - 1- - ---,-'-�-rt-- - - --N-I - - - - - - - - - - - - I - 1 �F 1 1 r I" t 7 -- —i- :: I 1©J © ® Ir I©J 1°J I°J I°J F I©J F 1 17 I©J I,. I'©J o D-2186 - 1 _ 1 © © 1 0328-HC-1 B 1' _ _ F-4252 , - - 1 03218-FC-1 A - F-3864 - - - - ^ ;+ T - - T - 10328- F 349 -4349 -21 86 1 I H-2751 I I H-2601 (8 )1 8, _0„ 1' I 7 -p - 1 0328 HS-2H I I I 1 IHC-1 B 1 -4 �F D "I I I I I 1 1 5KV DE TOWER i I 1 I i I I I I I I I - - - - - - - - - - - - - - - - - - I _p D-2618 I I I I I I 1 I I --- - - - - - I-�I- - I'�_ " 1 7�_ n1 -1 5 - I -I - -- 1 I --- F5 - I I I ° I I F4 J JF4 'I I F5 I - I FcJ cD , �� ,_ ,i _„ 8 0 0 1 1. F ... 1 1 I 1 .. f 1 I I. 1 I I 1 .. I 9 -0 9 O 9 0 I I I 1 I I I m I I I I _ I I l _ L� L� L� L� L , _ LF.I LJ L L_ , o- I I. F31. - - - 1- 1.. F3 - - - - - 1- (.. F31. - _ 5 0 5 0 F3- F3 a, :-- 1 - �;- I. 1.. 3 1.�� - - I. 1- I- 1- I-. I D-2928 �.� ��'- �� ,, �� -- �J ;'�- -1 - �1 ��J �- 5 -0„ - --T- -----�_I" -- Iil F-4349 I F-4349 ID-2928 I o F-3864 5 0 10328- F-4349(3) 1 10328- F-3864 I I I F1 F1 _} r F1 F1 F1 F1 I F1 F1 FC-1 A © © oIF 1 ©I F 1 © © of of F` ' ©I I o1 al of of of FC-1 A 115KV DISC SW --- - - - - - I - - - - - -� r,1�-�,`;;-I--� -�--r-r-r--- F4-F4L - - - - ;:-F-4252 © a 4 i J 4 -6 © © I©J 1©1._. I LL+"J I©J -�-� —�,I- -' 10328-HS-2H I©.� I°J ..__�, I©J I©I ... o D-2186 I ....__ " I TYP TYP .... __ .. . I r- .........._r r_ r- r I r r-_........ I r -4 -4 D-21$6 _ ..I_ � ..I 1 -I -I�_ I�_ I�_ I 1 1 � -I } -I I I _.I -I F _ ' -+ - - r-� I- —t——— -�--- - - - - - - - - - - - -' - -I�}-, - , -r-- ,--- F - --F � - 1 I 1 1 I 1 1 1 `: I I _1 --i-�- I -- - 3 F 3 m o 8,_b„ ,_0„ �8,_0„ ,_0„ `_I - L - I - 8,_ „ 9,_0 9,_ „ 1 1 5KV AUX BUS ao - I I TYP .. I r.'- I r.- I r.. I I r.. 1 r:: 1 - —I .. I r I - r I r - r 1 I r I r 110328- r- I_ _ I _ _ _ -0 9 0 8 0 �:8',_p„ _ %_p��-1 �_1 - `_I-- `_I --1 --1 �_I -�::1 I::1 I::I F::I I{-I--i:.IH _ -I::1 9, p„ 9, p„ 9, 9,_p 8,_p,,.. _-�o „ - - - - - - - � � r — � ` ' r — ` ' r — r — r — �. -�� _ — ' TYP.. I I I ,I I I I I _I --II I--FQ� -'—H� - - - - -_ � --°- -r-- ::-,—I�_1--�— ._1 --t � ._1 �-i-�- �-I-E�-� - -�- -I -I � -I -I —' `- �- `- �_ �- I �_ � I D-3734 (6) I 10328-HS-2E (45) ` ' D-37341(18) I ' H-2600 (6) I 1 ° 17 -6" 1 7' -6" I 1 7' -6" 1 7' _6" 17 -6" 1 7' -6" I 1 7 _6„ 1 7' _6" I 1 7' _6" 1 7' _6„ 1 7' _6" 1 7' _6„ I 1 7' -6" I 1 7, -6" to 1 '� i TYP BAY Lin UNLESS NOTED 1 2'-0" I I I OTHERWISE SECURITY I 3 J' CAMERA I I 1 1 `1 SECURITY I 1 of SECURITY D-1581 �_' _POLE _FDN D-15813 CAMERA D-15813 ' ;�, CAMERA I I SECURITY CAMERA - - POLE FDN, POLE FDN I POLE FOUNDATION I - I m mm QZI 1= 0 as U 0' r0z I- 0 .-, Li 1 0W1U J WOI 0 CL a D-1581 .3 , 5 I I -0„ o I I I I I I I I I N I I I I N 75' —0" 35' -0" I 35 -0" 35' -0" 35' -0" 35' -0" 35' -0" 1 35' -0" 1 35' —0" 35' -0" 35' -0" 35' -0" 35' -0" 35' -0" 52' -0" NOTE , 1 I I I FOUNDATIONS SHALL BE PLACED ON UNDISTURBED.I f L 582'-0" I I I I I FIRM NATIVE SOIL OR COMPACTED GRAVEL IF NECESSARY. EXCAVATED AREAS BACKFILLED WITH IMPORTED FILL COMPACTED TO 95% DRY DENSITY, LIFTS NOT TO EXCEED 6". SCHEDULE FOUNDATION W cn LINE DWG NO OTY DESCRIPTION COMMENTS 1 D-2186 10 115KV SWITCH STAND FOUNDATION IN GROUP OF 2. 3 8. 5 2 D-2591 2 SINGLE PEDESTAL FOUNDATION 5' x 5' x 1' A 3 D-2618 16 SINGLE PEDESTAL FOUNDATION 4' x 4' x 1'-6" ADDED 1 FDN, IN GROUP OF 1, 3, & 12 2010 CONSTR. 4 D-2697 1 115KV BUS SUPPORT FOUNDATION FOR BUS SUPPORTS 12' TO 21' HIGH 5 D-2928 2 115KV 35 FT LATTICE w Q 6 D-2985 2 PCB 115KV 7' x 16' 0 7 D-3097 3 YARD JUNCTION BOX 8. PANEL BOARD SUPPORT TYPE IV AUGERED 8 D-3734 48 AUGERED FOOTING FOR 115KV STR IN GROUP OF 6, 6, 18 8. 18 9 D-5557 2 PCB FDN 115KV CONCRETE OVERLAYS 7' x 16' BAYS BB,CC 8 7 $FILE$ R )) (( S )) (( T )) (( U )) (( V )) (( W )) (( X )) « Y FOUNDATION SCHEDULE FOUNDATION SCHEDULE LINE DWG NO OTY DESCRIPTION COMMENTS LINE DWG NO OTY DESCRIPTION COMMENTS 10 D-5558 6 PCB FDN 115KV W6 X 16 BEAMS 19 H-2601 1 TOWER STR FDN 8. BOLT SETTING 115KV 4' -10" x 1 5' -10" 11 D-11632 3 115KV GAS POWER CIRCUIT BREAKER FDN 20 H-2751 1 DE TOWER STEEL FDN BAY S 115KV 7'-6" x 7'-6" x 1'-10" FOR ABB 2000A, 40KA 12 D-13716 3 CAPACITOR BANK FOUNDATION FOR COOPER 21 10328-FC-1A 34 STA FDN 115KV F1 115KV, 42MVAR I F1 - SWITCH STAND FDN 13 D-13717 3 SINGLE PEDESTAL FDN, 22 10328-FC-1A 18 STA FDN 115KV F3 5 x 5 x 1 -6 w/1 -6 SO AHR BOLT PATTERN F3 - LIGHTNING ARRESTER FDN 14 D-14276 2 115KV BUS SUPPORT FOUNDATION FOR BUS 23 10328-FC-1A 12 STA FDN 115KV F5 SUPPORTS 12' TO 22' HIGH F5 - CAP STAND 15 F-3864 8 OCB SW STAND FDN DETAIL 8. GENL LAYOUT 24 10328-HC-1B 8 DE STR FDN 115KV AREAS P, T. V (1965 ADDN) 115KV 16 F-4252 3 ELEC ASSY ELEV 8. FDN DETAILS DISC SW IN GROUP OF 25 10328-HS-2E 91 115kV LOW SINGLE BUS PEDESTAL STAND BAY S 2 & 6 17 F-4349 11 6 DISCONNECT SWITCH FDN, 3 LIGHTNING 26 10328-HS-2H 4 STEEL DETAILS 8. FDN BUS PED (HIGH) 115KV F4 ARRESTER FDN 8.2 DEAD END FDN 18 H-2600 12 STEEL DETAILS 8 FDN BUS PED (LOW) 115KV IN GROUP OF 27 D-14945 3 115KV GAS POWER CIRCUIT BREAKER FOUNDATION (7'-6"x 9'-6"x 1'-10") FOR MITSUBISHI 63KA 2010 CONSTRUCTION 6 & 6 6 5 4 Z G� :: CC DD (Ua)R-4035 20 0 20 40 1 " = 20' THIS DRAWING SUPERCEDES IN PART F-4253 & F-4349 REVISION DESCRIPTION: WO NUMBER: 111023064 FOUNDATION PLAN PERMIT SUBMITTAL CAD ENGINEER REVIEWED APPROVED 18 M no 115KV SWITCHYARD TALBOT HILL SUBSTATION DATE (M/D/Y) PUGET SUBSTATION DRAWING NO REV NO �`/t �h I ` / / (!c • ENERGYSOUND ENGINEERING DEPARTMENT D 2867 1 1C� SHEET: 3 OF 3 SCALE: 1 "= 20' -0" CLASS: SITE/FDN FILE NO: F-30 J. CADD NO: $$DGN$$ CODE: TAIL 2 1 In all C �-A Lo C) C) 0 w I C LLI U) z A 8 7 6 5 4 3 WW VV UU TT SS O RR PP 54, -0„ I I I I 1 i I I I i i i 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" „ 27 -0 27 0 27'-0"27'_0 27 0 27 0/, 27 0 27 0 I 27' -0'/27 0 27'_0 73 0 I 1 1 1 1 1 CONIC MON (BM) ` I SECURITY BEAM EL 434.82 O 1 1 1 (REF ONLY) -REF — — o� 1 1 1 I D-13508 M 1 I - - - - co LJJ 1 1 12'-5" W I 1 F-41 76(4) 1 F-4172 F-4172 F-10 I F-4172 I I I _ F-13 I F-13 _� Q, F-13 EL H-2872 1 H-2872 F 4172 ;N (TOP EL (TOP EL IYI I I (TOP (TOF EL 435.49) (TOF EL 435.49) 1 28'-0" F-13 M 435.02) 435.02) 435. 02) ' I --I I I I _) _ I I _I _ I� I _ I REMOVE EXISTING r I r, r I - —I-O r 2 1 FOUNDATION SCHEDULE (230kV SHT 1 & SHT 2) LINE DWG NO QTY DESCRIPTION COMMENTS 1 F-4176 32 SWITCH STAND FDN F-10, REMOVE 2 F-4176 22 HIGH BUS PEDESTAL FDN F-11, REMOVE 3 F-4176 24 LOW BUS PEDESTAL FDN F-12 REMOVE 4 F-4172 12 DEAD END FDN F-13, REMOVE E 5 H-2874 21 AUGERED FOOTING W/16" BOLT SPACING REMOVE 6 D-2872 2 230KV PCB FDN 11'— 0" x 23'— 0" REMOVE 10 7 D-2924 5 230KV AUGERED FOOTING REMOVE 8 H-3136 1 230KV PCB FDN REMOVE 9 H-2872 5 230KV DEAD END FDN REMOVE 10 D-7759 4 230KV 3'-0 DIA. DRILLED PIER FDN REMOVE 11 D-3097 1 YARD JUNCTION BOX AND PANEL REMOVE BOARD SUPPORT FOUNDATION (AUGURED) 12 H-3150 3 HIGH BUS FDN 111/2" B.C. DIAMOND BOLT PATTERN REMOVE 13 D-13744 3 230KV CVT FDN REMOVE 2 14 D-11502 1 230KV GAS BREAKER FDN 15 D-2791 18 230KV AUGERED FOOTING REMOVE 14 D 10 16 D-13508 1 230KV SPARE TRANSFORMER FOUNDATION REMOVE 17x26x12 17 D-9210 2 230KV SWITCH STAND FOUNDATION 18 D-17907 1 230KV SIEMENS 3000A GAS POWER CIRCUIT BREAKER FOUNDATION 19 DEAD END 8 C_VT _ Jam_ _ c" _ I 1-- - - - - - -- _I _I _ TI - - - - - - -- - - - - T 'y - CATCH BASIN DEAD FOUNDATIONS 1 w L-__ I r I i_ _ I F-41 76 (3) i--- I FOUNDATION 1 I F ,1 1 ( SEE NOTE 4) cl F -41 7 6 (3) - - cli - -L ,--K-F-11 I _4_ _� I- ��I — - - -I-------}-------1------ - - - - - - 2,OkV SWITCHYARD HIGH BUS PEDESTAL 1 - - _ i _ _ _ _ _ i _ —T NORTH -SOUTH BASELINE F-4372 r L EXISTING MANHOLE 2 9 OD a FOUNDATION - - - - -1 L _ L� L _ I L _ L7 L - I' `fl � _ �� I Ln r - - I r - - IN r - t - I N r - - I 1 ( ( CABLE TO BPA-MAPLE VALLEY) N DEAD END FOUNDATION I _ _ �:N _ _ _ _ _� _ _ _ _ I_ _ _ _ _ _ _ _ _ _ _ a 1 -�N -� L — L 1��-10 L 10--1 10 O LI - - - - - - N 1 I -- I 1 ro I I TI �I I I --I �I 4I N N F-4176(6) _ _ _ _ — I-D-2791 (4) - -'-- F-4176(4)___-- _ F-4176(4)_ F-1 1 F-41 72 F-41 72 F-1 0 F-41 72 - H I GH BUS PEDESTAL I - - _ i F-1 3 I i �,F-10 F-1 3 _� F-1 3- FOUNDAT ION - - - 1 ( TOP EL - I� - I (TOP EL - I - I (TOP EL 1 `0 12'-0"12'-0' 435.02) 435.02) c° 435.02) D-2872 I(TOF EL 434.65) oN 1 - - - - ---------- - -- - L-I_J 1 D-11502 --- - -1 -- -�- - - - -�- --- I^-- - - --- -- -�- - - I 1 D-1 7907 LO-� - L F-4176 1 1 6_KO"- F-1 1 `° r� 10, _0 „1N 0, _0„ ( ITI ( ( D-9210 F-41 76 (4) c\ rI - , U F-10^ N tT - -- if F-4176(4) - -�—- - -�-----I---I— - ----�- - —- - -1-- - - - - - - —r-- - -- - - - - - -- �1 *F-1 I r '-0"_ 0' ^ "^ I I I D-2791(4) `0121-0'12'-0" 121-0"122-12-012-012-0TOF EL 434.65D-13744(3) - - - � F-4176(4) �-�-�-��I � � � � � � �-- -�-o o-----�- - - o N F-12 r F74176(4) F10 I T�- - - - -- - --I�- - - - - N - - —- - - - - - - - - N _I 1 I �- —� .. � � 1 I r11(-"J i� LOW BUS PEDESTAL ^- ' _' _ ^ - I - ^ �� ^ N FOUNDATION I IaI I_ I I_ I I_ I 101 D-2791 4 ) 1 , F 4176(15) (TOF EL 434.65) 10 F-1 2 1 12 , _O "'1 2 , _0 i 2 7 , _0 „ 13 ' -5 3/4' I15'-0" 1 zzl0 Lo cn a c� m I— z 1 >,:D v O UILI_ 8 7 $FILE$ MATCH LINE 6 (230KV SIDE) (115kV SIDE) IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING jtjohnson 05/09/2017 ' 20 0 20 40 230KV SWITCH STAND FOUNDATION 230KV PCB FOUNDATION 230KV-SWITCH STAND FOUNDATION 230KV- BUS SUPPORT FOUNDATION 115kV SWITCHYARD NORTH -SOUTH BASELINE NOTES: 1. FOUNDATIONS SHALL BE PLACED ON FIRM SOIL OR COMPACTED STRUCTURAL FILL 2. ALL NEW FOUNDATION ELEVATIONS SHALL MATCH EXISTING FOUNDATIONS, UNLESS OTHERWISE NOTED. 3. TOP OF FOUNDATION D-13508 SHALL BE 1" ABOVE FINISHED STATION GRADE. 4. REMOVE ALL EXISTING DRAINAGE FACILITIES, SEE SURVEY DWG FOR REFERENCE. REFERENCE DRAWINGS: D-2867 FOUNDATION PLAN 230KV SWITCHYARD SHT 2 D-2867 FOUNDATION PLAN 115KV SWITCHYARD SHT 3 D-2870 STRUCTURAL PLAN 230KV SWITCHYARD SHT 1 14 REMOVAL DRAWING PHASE 1-WO# 108094887 �z KEY PLAN PHASE 2-WO# 108094888 ,. M-4UJb19 REVISION DESCRIPTION: WO NUMBER: 111022315 FOUNDATION REMOVAL PLAN EASTSIDE LINE BAY AND BPA 230KV SWITCHYARD BREAKERS (DBDB) CAD 1 " = 20' ENGINEER REVIEWED APPROVED J, yg-klP, K 5 4 3 TALBOT HILL SUBSTATION DATE (M/D/Y) PUGET SOUND ENERGY SUBSTATION ENGINEERING DEPARTMENT DRAWING NO D-2867R REV NO 10 II /py I(e 'o / ` �� .� SHEET: 1 OF 3 SCALE: 1 "= 20' -0" CLASS: S I TE/FDN FILE N0: F-30 /1 1S /(1 CADD NO: $$DGN$$ CODE: TAL 2 1 IQ A Lf cy C d C d C $FILE$ 7 1 6 1 5 1 4 I I 2 I 1 co C) I C) I W C I. 115kV SWITCHYARD NORTH -SOUTH BASELINE 0 0 Ln ro oz El ... El El ®� :: ®:: ® O E 0..El: .El In:: In El: :E "MV • °• 11230kV =a SWITCHYARD ': S%tl:TCHYARD : D=2867;SHT 2i.•: •, .':'D= 8�7ti,SHT :1: 3cn cnW >3 '(Yt_ Sri. W III III III III ml ml I I I III - - - - - - - - - - - - - - - 11J- - - - - - - - - - - - - - I -- - - - - - - - - - - - - ----------------------------------------- - - - - -- III MATCH LINE (230kV SIDE) &DRIVE {II � M N z ' z' a a IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING jtjohnson 05/09/2017 ' 11 5 k V SIDE ) 3 �� >-- - - - - -- ----- -------- ---------- ------- _ __ & e 40.0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - t-- - - - - - - - - - - - - - - - 25.50'28.50'54.00'27.00�27.00' O�� O, 50.0 z KEY PLAN 8 8 F-3897 8 8 10328-FC-2A, 10328-FC-2A r-- r - F14 r-- F14A r-- F14 \\ PUMP o rn COMM COMM HOUSE N 97 TOWER I HOUSE o CONTROL HOUSE N 0 0 v C0 8 8 FOUNDATION SCHEDULE LINE DWG NO QTY DESCRIPTION COMMENTS 28 10328-FC-2A 3 TRANSFORMER DEADEND STRUCT. F14 29 10328-FC-2A 1 TRANSFORMER DEADEND STRUCT. F14A 30 F-3863 1 230kV TRANSFORMER FOUNDATION 31 D-12100 1 SEISMIC TIE DOWNS 32 F-3897 4 TRANSFORMER DEADEND STRUCT. F14 33 D-13713 1 230kV TRANSFORMER FOUNDATION 34 35 F-38 F14 XFMR FDNcn D-12100 N F-3897 C� N F14 - 10328-FC-2A F14 L - - F-3863 L _ _ F-3897 _ _ D-13713 L F14 10328-FC-2A F14 I 18.009.00' 17.50' 17.50' 17.50' 14.00' 14.00' F F 8.00' o , 00'I 1 .50' 10. 00' 7. 5' D-2618 10328-HS-2E (10) - - 0 7.00' D-2186 9 00' I ' 0 1 -1 I 1 0 o D-2618 - 1 . 50 - 1 . 5 - o Ln 6! -, c r - r 6. I y I I I I a, D-2618 0 o D_..591 0 0 I oI - + - i I P 4.00' S. 00' o p D-11632 o F-3864 I D 11632r I F-3864 o D- 591 Lo 0 N - D-26�18 I D-2186 m o 00 I - -I ® ® D-2186 p-11632 D_2186 0 - -- - - - - - - - - - - - -- - jo- D-2697, 4.50' ® ® N © _ o D-3734 (6) H-2600 (6) 10328-HS-2E (36) _ r r-© r D-3734 (18l D-3734 r- r r r- r o d I r-I r I ' I r I D-13716 o r-1 1 I I -I --!T -- ,--�{I�-14276 _- ---_---- -- 0- - D-14276 I' {I - - 1- O >- -1 I I } -r-- - L I L I • 9.00 8.0 _ o 4.50 - - - - 9.00 8.00 9.00 9.00 D-2618 -- 115KV MAIN BUS- - ---� r-I r-I `-1 `-I -,I r�lI r I - _ I _ r-I _ _`� _ r-I 110328-r-I TYP.. _ - - - - - I - I - I 1 -'�rI --+I --+m (3l-� I -I I - I -�--I I iTI --I I --- _-IHS-2E- I- - - - 0 9.00 - - 4.50 ' - - - 8.0 �1 �I ❑ o � � D-2618 � � 9.0 9.00 II r- 1''I''1 r- r- r-- r- r- , - o -----�I(�� - I--- +-� i -�-I-��-T-}�----T-�{� ��-- (31- - - -I �I 'CFI -'- F--'i -� �- �- - _ TYP.. _ L1 �I 00 I, �I F1 F1 r� ` F1 F1 �'�--..{�I F1 F1 F1 F1 F1 6. 50' F1 F1 o D ) 8 115KV DISC SW 8.00J F-4252 F-3864 I F-386� N -� - 10328- I (3� © r0l OI © 0 'OI r01 1 Ol LrOl 101 r01 I �I Ol - - - - - - - - - - - - - - - - - -�-- - FC-1A ��1 E:4. :: I---- - - --1-t--fit---fi-fit- I- I- r tT I I -d0 E1 I0 d I l0 l0,I- - - - o D-2186 4.50' 4.50' _ F1 F-4349, F-4349 D-2186 o . (TYP )(TYP ? D-3097 D-3097 1 .00' PIER � I I '12.33' I PIER D-3097 (FIELD VERIFY) 115KV OCB TYP IV TYPE IV (FIELD VERIFY) TYPE IV , - - - - - - - - --` - ® I (CREFEONRENCH o ,D_2985 D-5558 D-5558 D-5558 D-14945 I D-5558 D-14945 D-14945 I D-5558 �o 'D-5558 D-5557 D-5557 D-2985 L Ln F-3864 F1 F1 F1 F1 F1�F1 F1�F1 1----I N - 17- - NI- - - 115KV DISC SW _ _ _ _ _ _ _ I _ _ _ o - - ---- - - o © -HC-1B 1 I0 0 © I 10 IOF1 IOF1 10,F1 10,F1 1 1 'a' I Vai L----p -10328 -___ _ _ _- 1 __ - - - D 2186 � - F 4252 r- T�103218-FC 1 A � -} F-3864 � � - _ " + r + � �- � � T 10328- IF 4349 ,F 4349 �D 21 86 I I I H-2751 1 I H-2601 (8)_ I 1' I 1 I 1 I I I C� I l I I I I t 115KV DE TOWER I I I I I I 8. 0' ' 7. 0' 103_28-HS-2H HC-1 B I I �-- -�- - -1 -1 - - - 1 1 - - - 1 IO D-2618- I 1 - 1 - 1 - 1 I --�- 1- -- - -- -- - - - I �1 ' ' I 1 1 , I I F5 I I I I- I F51 I I O I I F4 J �F4 1 I ,F5 - i i- F5 -o I 1 I I I . 00 9.00 I 8.0 7.0 1 1 I I I I 1 I 1 I I tIFF I I I{y� I I{y� Ln 1 9. 00 9 00 1 I L, L. L I 1 , 1# 1 � I l-T� 1 L-TL LT �o I _ I 3 I - _ I I F3� - -1 1 F3 - - - - - - - --��F3�� - }L-- - - -5.00' 5.00 - _ 1 3i - -1 F31�a,, F-4349 F-4349 D-2928D-2928 L L L L L I L 5. OO 5, OO L L L L 1�� 10328- F-3864 F-3864 I F1 F1 F1 F1 F1 F1 F1 F1 10328- F-4349(3) - - - 01F 1 '01 F 1 Ln ® ® r01 r01 - - �1 r0I r01 I r01 ( r0I I r01 FC-1 A I 1 - 115KV DISC SW Imo' - FC-1A ® © 1_r_� �t- I -I- F41.T.t_F4L L _�_�_�_ _�___I _�_+i_ - - - - - - - - - -}- - - - - :: F 4252 © 0 4. 50'1 4. 50' o r I LLf'� 1 I r t - 1 I - - - - - ED- - - - I I i� 10328-HS-2H 10 1p 1a L- - - - o ( I TYP TYP I _ _ F-4349 I F-4349 D-2186 D-2186 O r- 1 r- I , r-1 r-1 r -I r- I I r-1 r--1 r-1 I r-1 r -1 r-1 r-I r I r ( , ' _ o _ �- _ • • �- -1 - - T- - - - I - -t �-I - -i I -I - �{ I � 1 1 I 0o l o-- ' ' -II - - - - - - - - ' 8. 0 8. 00 - 8.00 8. 00 - - 115KV AUX BUS ao I I Y I I I I I I I I I I I I I 1 10328- I 8.0 • 00 J 9.0 ' ' T P r r r r r r r r r r r r l r� r� ' t ' o . 00 9.00' IL LI 8.0 8.00' 8.0 - 8.00' `r 1 1 "-1 "-1 -1 -I -I -1 -I -1 1HS-2E 9.00' 9.00' 9.0 9.00 8.00 I I I TYP I I I I f_�� I� I I `I I- I I I I I �I�� I I TYP .. - - O r- r- r- r- ��r__��- __ r- ram- - I- -t :: -I I I _ I - I �I - L1 D-3734 (6) H-2600 10328-HS-2E (45l D-3734I(18):.- 117.50 17.50' I 17,50 17.50' 17.50 17.50' 17.50 17.50 Y 17.50 17.50 B ' 0 i� _ I 17.50 17.50 �17.50 17.50' � I I I-� TYP BAY Ln UNLESS NOTED OTHERWISE , I I I I I _ O I I I ID I o I O 75.00' I 35.00' I 35.00' I 35.00' I 35.00' 35.00' ( 35.00' ( 35.00' 35.00' 35.00' 35.00' 35.00' I 35.00' I 35.00' 52.00' NOT FOUNDATIONS SHALL BE PLACED ON UNDISTURBED. FIRM NATIVE SOIL OR COMPACTED GRAVEL IF NECESSARY. EXCAVATED AREAS BACKFILLED WITH IMPORTED FILL COMPACTED TO 95% DRY DENSITY, LIFTS NOT TO EXCEED 6". FOUNDATION SCHEDULE w � LINE DWG NO QTY DESCRIPTION COMMENTS 1 D-2186 10 115KV SWITCH STAND FOUNDATION IN GROUP OF 2, 3 & 5 2 D-2591 2 SINGLE PEDESTAL FOUNDATION 5' x 5' x 1' A 3 D-2618 16 SINGLE PEDESTAL FOUNDATION 4' x 4' x 1'-6" ADDED 1 FDN, IN GROUP OF 1, 3, & 12 2010 CONSTR. 4 D-2697 1 115KV BUS SUPPORT FOUNDATION FOR BUS SUPPORTS 12' TO 21' HIGH 5 D-2928 2 115KV 35 FT LATTICE w Q 6 D-2985 2 PCB 115KV 7' x 16' 0 7 D-3097 3 YARD JUNCTION BOX & PANEL BOARD SUPPORT TYPE IV AUGERED 8 D -3734 48 AUGERED FOOTING FOR 115KV STIR IN GROUP OF 6, 6, 18 & 18 9 D-5557 2 PCB FDN 115KV CONCRETE OVERLAYS 7' x 16' BAYS BB,CC 8 7 $FILE$ i 582.00' 1 R)) KS)) KT)) KU)) ((V)) «W)) «X)) «Y FOUNDATION SCHEDULE FOUNDATION SCHEDULE LINE DWG NO QTY DESCRIPTION COMMENTS LINE DWG NO QTY DESCRIPTION COMMENTS 10 D-5558 6 PCB FDN 115KV W6 X 16 BEAMS 4'-10" 15' -10" 19 H-2601 1 TOWER STIR FDN & BOLT SETTING 115KV x 11 D-11632 3 115KV GAS POWER CIRCUIT BREAKER FDN 20 H-2751 1 DE TOWER STEEL FDN BAY S 115KV 7'-6" x 7'-6" x 1'-10" FOR ABB 2000A, 40KA 12 D-13716 3 CAPACITOR BANK FOUNDATION FOR COOPER 21 10328-FC-1A 34 STA FDN 115KV F1 115KV, 42MVAR F1 - SWITCH STAND FDN 13 D-13717 3 SINGLE PEDESTAL FDN, 22 10328-FC-1A 18 STA FDN 115KV F3 5' x 5' x 1'-6" w/l'-6" SO AHR BOLT PATTERN F3 - LIGHTNING ARRESTER FDN 14 0-14276 2 115KV BUS SUPPORT FOUNDATION FOR BUS 23 10328-FC-1A 12 STA FDN 115KV F5 SUPPORTS 12' TO 22' HIGH F5 - CAP STAND 15 F-3864 8 OCB SW STAND FDN DETAIL & GENL LAYOUT 24 10328-HC-lB 8 DE STIR FDN 115KV AREAS P, T, V (1965 ADDN) 115KV 16 F-4252 3 ELEC ASSY ELEV & FDN DETAILS DISC SW IN GROUP OF 25 10328-HS-2E 91 115kV LOW SINGLE BUS PEDESTAL STAND BAY S 2 & 6 17 F-4349 11 6 DISCONNECT SWITCH FDN, 3 LIGHTNING 26 10328-HS-2H 4 STEEL DETAILS & FDN BUS PED (HIGH) 115KV F4 ARRESTER FDN & 2 DEAD END FDN 18 H-2600 12 STEEL DETAILS &FDN BUS PED (LOW) 115KV IN GROUP OF 27 D-14945 3 115KV GAS POWER CIRCUIT BREAKER FOUNDATION 2010 6 & 6 (7'-6"x 9'-6"x 1'-10") FOR MITSUBISHI 63KA CONSTRUCTION 6 5 4 Z )) (( AA)) (( BB )) (( cc )) (( DID )) (( E E REMOVAL■- . . R-403521 .N 1 " = 20' :. E x THIS DRAWING SUPERCEDES IN PART F-4253 & F-4349 A REVISION DESCRIPTION: WO NUMBER: 111022315 FOUNDATION REMOVAL PLAN DBDB PHASE 1 CONSTRUCTION CAD - N� I s, r-\ ENGINEER REVIEWED APPROVED 115KV SWITCHYARD TALBOT HILL SUBSTATION DATE (M/D/Y) PUGET SUBSTATION DRAWING No REV NO Q-) /_qL-1 / lc,-,SOUNDENERGY ENGINDEPAREERING ENT D 2867R g All/� //6 SHEET: 3 OF 3 SCALE: 1 "= 20' -0" CLASS: S I TE/FDN FILE NO: F-30 t ( 1112 /& CADD NO: $$DGN$$ CODE: TAL 2 1 8 i 7 6 i 5 4 i 3 2 i 1 Lo L' J C) I C) I W E � D C ®I ry w cn I_1 BRUSH LLJ Q 437 > VJ6 0 4 I— 0 4 3 24 2 t� 4 v\� 0 LL- W 430 n- 0 _3 03 ° LLJ m U 430 LLJ W W W (f) V) 430 429 A28 _ 426- N�R VN 4; 428 421 _ 426 I wl _z GRAVEL —1 J w U Q in I TALBOT HILL SUBST TON I CONC PAD OR VAULT (OBSCURED) ER � ER■ x - , GATE GRAVEL -� 437 m ❑ ❑ f TREE REMOVAL, TYP 8' CLF W/BW M I -XXXXX GRAVEL -------------------------------- ;' BRUS ----- LINE GRAVEL 1 J v\V BOG �R�E�s p �I iI ii ij � �� was �-Il�ij��il %�j=S►��tf��:%r^�A��3i��s-4•��•��.�t�.�Q��e�-/�-�-� Jill h��11►III I _ ��1�� I► �•�' 1��►��1�11�1�4;:� I, 11 1� �� ► �11 ) • II 1 �. I►1111/ 111�►� 1�♦��♦,�Ii/��•��II�♦Ii/fit �•••I�/ •• 1��11111/11�1�►�►�� I � �/ I /I f • • �u�1�1I► ♦��Ii• •�il� E •OI •1 1��1�111/1i�1�1�1 �i%� -Ii � �, I� I/ I// �i1 1, ��IhI1Il►1 � �,� .1, I,Ii�I SIG{.� • :00000� 1, 1 111 ,11 ► 1 • [R % �7iIW//k/f�I•��••� Ii�'4I��••••I� q i I1�1►��11/1��11/1►��1I�i�ii///I��•I�•�i I r-�w- - - - -�� i►=rail �_�_�;��%��IiIi�O�U�/11�1�� !/'%'r•��i ,I r=�=�=�_��_�:_��_��_��_��o_� ��.��•�r��,C��_��_��i�•�iI�OI/G�l/ �j -�-%I/il��•�♦•�, Ix&L&L& - - - - - - - - - ___��*�i�0��_�G�i_!�_��_��_��i j��/rj 11��/f�/II� ��//i'+il��i•D'��''i':�!%i��Il�j♦� _�� •_ - _ _ .,� •,--_--_ - � �� -� ♦ • �i• �.♦�'I�� ♦/♦�Iiy�I �• I� _ :�G%I� ✓ice �� .- �� f� I�►��_- � L�� ,/� �� "� � �I ��" ------ QI DRIVEWAY GRAVEL __________ ----------- �P------- -- OP OF PROPERTY LINE OP OP OP OP OP lz� 170 71 N rn00 w STORMWATER POND TREE REMOVAL AND LANDSCAP1NG 438 CONC PAD OR VAULT (OBSCURED) �_, ER 438 X X X X X X X X X X x , 438 � I , , E'3 430 439 432 439 7 438 438 BRUSH 437 4 436 434 6 433 432 0 431 430 0 00'�30 03 428 ° 430 L GRAVEL N m 5 2\ 229 BRUSH D - --------------------- GRAVEL OP ---- -- - - R - - - BRUSH — TREES #10-12 AND 22-48 ARE TO THE EAST OF THE PROPOSED STORMWATER POND i OF, AND PROPOSED TO BE RETAINED �� W Q � PROPERTY LINE LANDSCAPE KEY- . +++++++++++ +++++ + + + + + + + + + + + + EMERGENT PLANTING + + + + + + SEED MIX {<<< VISUAL BARRIER PLANTING R-403522 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING �- jtjohnson 05/09/2017 '� CURRENT PLANNING vdolbee 05/09/2017 20' 0' 20' 40' HORZ SCALE IN FEET 0� WASN a `UKe "� - c,� REVISION DESCRIPTION: WO NUMBER: 111022315 PERMIT SUBMITTAL REVISED TO RETAIN TREES VISUAL BARRIER TALBOT HILL PLANTING PLAN SUBSTATION WEST OF DRIVEWAY DATE (M/D/Y) PUGET ' SOUND ENERGY SUBSTATION ENGINEERING DEPARTMENT DRAWING NO D —1 8746 REV NO 1 ys`cD p�'L �gNDSCApE CAD LM 03 / 09 / 17 ENGINEER TLE 03 / 09 / 1 7 SHEET: 1 OF 4 REVIEWED TLE 03 / 09 / 1 7 CLASS: SITE ILL IN 0,* CADD NO: $$DGN$$ APPROVED / / CODE: TAIL 4 3 2 1 � E D I� C $FILE$ 8 Lo ® 4428 13 \J \ \ O a29 439 O4428 0 A26 V E 427 W 427 426 - D ry w (n D A- w Q 0 515 924 V L Op 4 $23 4233 �4I 424 l\ 18 41. 419 v 421 �21 >>// 17 w 412 415 413 V7 EIN 7 6 I I X 43 V 4 X 1� X x I 438 x L—X X X X X ^ X X 438 / 120 421 N Z V8 W- i 0 5 I I W _Z GRAVEL J J W U BLDG a I CONC PAD OR VAULT (OBSCURED) Q r ER 1 � IIII� 1 � 1 � ` ER■ 1 1 1 1 OP 1 BRUS � GRAVEL x ri (;4 - F-Almd, ENE Y 430 430 429 l 029 C 430 429 00' W1DE CITY OF SE ANSMISSION LINE EA'. A.F.N. 5333805 O35 438 8 I 7 I 6 I 5 4 $FILE$ 2 1 1 / \LANDSCAPE KEY r +++++++++++ EMERGENT PANTING +++++ ++++++ +++++ 0 ++++++ SEED MIX 37 -� -� a < < t < 1 \ >[ � r( r[ u VISUAL BARRIER PANTING �0 LY ON RUE DETENTION POND RAMP OP � 00 o O ---------------- --------------- GRAVEL �Q PROPERTY ,() LINE ,()p 6f� 6fd = �4 BPA EA T q A.F.N. 517 76 CONTINUES WEST f5 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING r,+ tjohnson 05/09/2017 ' IJ RRENT PLANNIolbee Lvd 05/09/2017 E I C 400' 40' 60' HORZ SCALE IN FEET R-403523 A 0� 'NASy� REVISION DESCRIPTION: WO NUMBER: 111022315 a `UKeVISUAL PERMIT SUBMITTAL BARRIER PLANTING PLAN REVISED TO RETAIN TREES TALBOT HILL SUBSTATION WEST OF DRIVEWAY DATE (M/D/Y) PUGET SUBSTATION DRAWING NO REV NO ys`cd CAD LM 12 / 13 / 1 6 ' SOUND ENGINEERING D —1 8746 1 p�'L �gNDSCApE ENERGY DEPARTMENT ENGINEER TLE 12 / 1 3 / 1 6 SHEET: 2 OF 4 REVIEWED TLE 1 2/ 1 3/ 1 6 CLASS: SITE -1 E NO: APPROVED / / CADD NO: $$DGN$$ CODE: TAL 3 2 1 7 6 5 4 3 2 i 1 Lo L' J O 0 i W E 91 C HYDROMULCH PER SPECIFICATIONS (FEATHER HYDROMULCH TO STEM) FINISHED GRADE SOIL PER SPECIFICATIONS NATIVE SHRUBS PLANTING DETAIL NOT TO SCALE TREE PER PLAN AND SPECIFICATIONS ROOT CROWN 1" ABOVE FINISH GRADE MULCH PER SPECIFICATIONS SET ROOTBALL ON UNDISTURBED SUBGRADE. CUT AND REMOVE TWINE AND BURLAP FROM TOP AND SIDES OF ROOTBALL. (REMOVE ALL WIRE BASKETS.) AMENDED SOIL PER SPECIFICATIONS DECIDUOUS TREE PLANTING DETAIL NOT TO SCALE Ld w DEPTH AT LEAST ROOT LENGTH STEP 1 A w Q 0 SET R, CROW ORIGIN GRADE GENTLY LOOSENED AND PLACED IN NATURAL POSITION. STEP 2 STEP 3 BAR TWO INCHES FROM PLANT AND FIRM SOIL AGAINST BOTTOM OF ROOTS ONE YEAR TRANSPLANT PLANTING NOT TO SCALE STEP 4 COMMON BOTANICAL % % % NAME NAME WEIGHT PURITY GERMINATION TALL OR MEADOW SCHEDONORUS 75-80% 98% 90% FESCUE PRATENSIS SEASIDE AGROSTIS 10-15% 92% 85% BENTGRASS PALUSTRIS REDTOP AGROSTIS BENTGRASS GIGANTEA 5-10% 98% 90% -{dd,<-{ SEED MIXP-Q-< Z-< z-Q-0-< Q<<Q0< I � r� ��iced Omit IM41MA117mil NNUMN\FAI�m BI-=& ,Tr,/, 12, 23,266 TOTAL SOFT SCALE: I" = 2' EMERGENT PLANTING TYPICAL LAYOUT ADD 3" COMPOST PER PROJECT SPECIFICATIONS. TILL INTO TOP 6" OF NATIVE SOIL FOR TOTAL OF 9" AMENDED SOIL NOT TO SCALE PLANT CE x TRIANGULAR SPACING DIAGRAM NOT TO SCALE AGAINST TOP OF ROOTS STEP 5 AND CONFIRM PLANT IS PLUMB AND \ UNDAMAGED STEP 6 FIRM SOIL DOWN INTO THE HOLE TOWARD ROOTS STEP 7 AROUND THE PLANT AND CONFIRM PLANT IS UNDAMAGED AND PLUMB. DO NOT STEP ON PLANT. STEP 8 I POND ACC SS RAMP EMERGENT PLANG +++++++++ 7,000 TOTAL SOFT SCIENTIFIC NAME COMMON NAME SIZE SPACING COUNT PERC. • = CAREX OBNUPTA SLOUGH SEDGE I-YR TRANSPLANT I FT O.C. 3,071 38% DESCHAMPSIA CESPITOSA TUFTED HAIRGRASS I-YR TRANSPLANT I FT O.C. 2,101 26% SC I RPUS CYPER I NUS WOOLY SEDGE I -YR TRANSPLANT I FT O.C. 2,829 35% V SUAL BARR ER 4,378 TOTAL SOFT SCIENTIFIC NAME COMMON NAME SIZE SPACING COUNT PERC. ACER C I RC I NATUM VINE MAPLE 6' TALL 6 FT O.C. 11 1 1 % AMELANCHIER ALNIFOLIA SERVICEBERRY 6' TALL 6 FT O.C. 32 8% CORYLUS CORNUTA BEAKED HAZELNUT 5 GAL 6 FT O.C. 13 14% + MORELLA CER I FERA WAX MYRTLE 5 GAL 6 FT O.C. 15 15% GARRYA ELLIPTICA SILK TASSEL 5 GAL 6 FT O.C. 44 13% ARBUTUS UNEDO STRAWBERRY TREE 5 GAL 6 FT O.C. 36 25% IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING tjohnson 05/09/2017 Ij 7 rCURRENT PLANNING vdolbee 05/09/2017 0 DRIVEWAY SCALE: 1 " = 12' VISUAL BARRIER PLANTING TYPICAL LAYOUT R-403524 O� WASN "� REVISION DESCRIPTION: WO NUMBER: 111022315 a `UKe - PERMIT SUBMITTAL VI S UAL- BARRIER PLANTING PLAN TAL_BOT HILL_ SUBSTATION DATE (M/D/Y) PUGET SUBSTATION DRAWING NO REV NO ys`cD CAD LM 12 / 13 / 1 6 ' SOUND ENGINEERING D —1 8 7 4 6 0 ENGINEER TILE 12 / 1 3 / 1 6 p�'L �gNDSCApE ENERGY DEPARTMENT SHEET: 3 OF 4 REVIEWED TLE 12 / 13 / 1 6 CLASS SITE ILE NO: E 0 C n $FILE$ 8 7 6 5 APPROVED / / CADD NO: $$DGN$$ CODE: TAL 4 3 2 1 L r I O O W n I $FILE$ v v J v L