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Home My WebLink AboutzT-3043Setv m n o n o O >1 L) a m rn n 14 9 a 33 569'79'27 "E 5190.24' 4 2300.52' SEC Ni 4, TOWNNSHIP F 4 2612.09' 4� 3 23N, RANGE SE, 5 1306.05' 1306.04' FOUND TACK IN LEAD _ o, �° EAST 1 4 CORNER OF HIGHPOINTE A PORTION OF THE S.E. 1/4 OF THE S.E. 1/4 SEC. 4, T.23N, R.5E, W.M., WEST 14 <G OWNRrP W W FOUND MONUMENT 23N, RANGE SE, Z o INCASED 3" BRASS DISC WITH 4i "X ", INCASED > W o o N Z KING COUNTY, WASHING Q� 2 o w w 1 1 Z o °- SOUTH 114 CORNER OF SECTION 4, TOWNSHIP ° Z 1 1 (D Z ERAN NSHIP 23N, RANGE 5f; � 70 ' PRIVATE STORM ENT, FOUND DISK WIT1 DRAINAGE EAStMENi 1 PUNCH, INCASED BUILDING P ' IT 1372.79' 4 3 '23 "W 241.03' '�, I — — — — — — — — — — ` SCALE: 1"=20' 9 589'00'23 "E 2625.58' 9 10 + I'. NORTHEAST 12TH STREET r: B 14 i__ T= f — — T ;- _ _ — — — — — — — 0 10 20 ¢o HORIZONTAL CONTROL DIAGRAM ` 1" E: = 1000' I-- i� uau Pc SCALE WATER 11 � a l 1 ' 110 ! EASEMENT 1 1 �_s', 10' PUBLrc 1TO1 M - °o ^ --� DFAINAGE asEMINT I 1 1 7 s 6 11 11 GENERAL NOTES: 1 1. FUNCTIONAL CLASSIFICATION OF NORTHEAST 12TH STREET IS RESIDENTIAL COLLECTOR. STA 1 '70.00 1 2. FUNCTIONAL CLASSIFICATION OF REDMOND AVE NE IS LOCAL RESIDENTIAL. END RIVATE DRIVEWAY i 1 1 1' 1 1 J. ALL STREET LIGH77NG SHALL BE IN ACCORDANCE WITH CITY OF RENTON STANDARDS I 11 1 1 137-5 AND SPECIFICATIONS. �2.5'_4. CONDUIT RUNS IN BACK OF SIDEWALK SHALL HAVE 24" MIN. COVER. STREET CROSSING _ -____ -<UH #2 ' I 1 SHALL HAVE 5. TRAFFIC CONTROL PLANS SHALL BE PROVIDED BY iFIE CONTRACTOR IN ACCORDANCE CB 11 6 1 11 W1TH CITY OF RENTON AND WSDOT SPECIFICATIONS AND APPROVED BY THE CITY ENGINEER. 12' PRIVATE GR7U<'i✓AY EASEMENT --j 1 I 1 ' 6. ALL EXISTING AND PROPOSED UTILITIES SHALL RUN UNDERGROUND ALONG N.E. 12TH STA. 7 +45.00 STREET SITE FRONTAGE. 12' PRIVATE DRIVEWAY EASEMENT 1 -- - - _ END 26' PRIVATE ROAD { I I 1 '1 1 1 ,1 7. AVERAGE MAINTAINED ILLUMINA77ON PER FC (PROWDED)X1.6 FC (REQUIRED) - - i WET VAULT C PER DESIGN CALCULATIONS DATED AUGUST 28, 2002 J 1 8, UNIFORMITY RATO (PROVIDED) < 4.1 REQUIRED). BASED ON 145 FOOT SPACING. 1 r ,t 1 -01 1 1 ' PER DESIGN CALCULATIONS DATED AUGUST 28, 2002. 01 X•. t I I GB 12 . ZONE OF ILLUM/NATON IMPROVEMENTS 71" PRIVATE SANI rr.�.' I S I I 11 1 NE 12th STREET STA. 0 +00 TO STA. 5 +69.00. 9 1 T- 10' PRIVATE SANITARY SEWER tA5_MENi ( I ,I I SEWER EASEMENT o f I I Uj 11 0' 11 �I $ -- — — — — — — — — — — — rt - Z a I� - - - - — 4 -- 1 1 IAIFiL!ATION TRENCH .i 1 , 11. 1 -� 9 HIGH NTE I 1 1 HIGHPOINTE II 1 W I I i Z 1 200• CITY OF sEq TTLE1 ' 1 CONDUCTOR SCHEDULE: RN GROUT REMARKS — Q® - CONSTRUCTION NOTES: VC SCHEDULE 40 A 482- VC SO4EDLXE 80 9 o w Oi INSTALL LUMINAIRE FOUNDATION, HAPCO SERIES 21 POLE, MAST ARM, PVC SCHEULE 40 A FIXTURE, CONDUIT, AND ,UNCTION BOX PER CITY OF RENTON STANDARD PLANS J7 -02, JR -05, JR -06, .R -07, ,rR -35, AND J2 -36A. LUMINAIRE VC SCFEDUIE 40- ILLUMINATION AND PIIOTDCELL SHALL BE 150 -WATT 240V GENERAL ELECTRIC (G.E. MODEL M250A WITH CUTOFF OPTICS M2ACi5SOG2GMC32. (73LPTG O INSTALL TYPE "1" 1201240V SERVICE CABINET 10067 PER CITY OF RENTON STANDARD PLANS JT -09 AND Jt -10 SERVICE CABINET SHALL BE SKYLINE MODEL 47700 -R, SEE BREAKER SCHEDULE. z O INSTALL TYPE I ,UNCTION FOX PER CITY OF RENTON STANDARD PLANS JR -07, R -36. O REMOVE EXISTING 100 -WATT PUGET SOUND ENERGY LUMINAIRE AND POWER POLE NO 318642- I67006 RUN ALL POWERUNES UNDERGROUND COORDINATE WITH PUGET SOUND ENERGY FUUTE CONDUIT TO PUGET SOUND ENERGY POKER SOURCE (POLE N0. 318647-166995). �- COORDINATE WITH PUGET SOUND ENERGY FOR SERVICE CONNECTION. CONTRACTOR TO Z VERIFY POWER SOURCE VOLTAGE WITH PUGET SOUND ENERGY. c. ) ©RELOCATE DUSTNG POWER POLE NO. 118641-166995. INSTALL CONDUIT RISE?. RUN ALL POWE7LINES UNDERGROUND. COORDINATE WITH PUGET SOUND ENERGY x.ST. :YOU %C � 1� `J �7 INSTALL LUMINAIRE, FOUNDATION, HAPCO SERIES 21 POLE, MAST ARM, FIXTURE, CONDUIT, AND JUNCTION 90Y PER CITY OF RENTON STANDARD FENCE J PLANS J7 -02, R -05, JR -06 N -07, .R -35, AND J2 -36A. SEE SHEETS 12 AND 13. LUMINAIRE SHALL BE 150 -MATT 240V GENERAL ELECTRIC (GE) MODEL M2AC75SOG2GMCJ2. INSTALL PHOTO CELL ON NEW LUMINAIRE POLE __ - - -- W O8 REMOVE DOSING PUGET SOUND ENERGY PONS? POLE NO 318541-16702L RUN ALL POWERUNES W UNDERGROUND. COORDINATE WITH PUGET SOUND ENERGY. rN -\ RELOCATE EXISPNG ER POLE NO O T RISER INSTALL 3COORDINATE L.Nh FENS:. N RN ALL POWERLINESU UNDERGROUND. NIP PUGET SOUNDDI ENERGY v m n o n o O >1 L) a m rn n 14 9 a 33 569'79'27 "E 5190.24' 4 2300.52' SEC Ni 4, TOWNNSHIP F 4 2612.09' 4� 3 23N, RANGE SE, 5 1306.05' 1306.04' FOUND TACK IN LEAD _ o, �° EAST 1 4 CORNER OF HIGHPOINTE A PORTION OF THE S.E. 1/4 OF THE S.E. 1/4 SEC. 4, T.23N, R.5E, W.M., WEST 14 <G OWNRrP W W FOUND MONUMENT 23N, RANGE SE, Z o INCASED 3" BRASS DISC WITH 4i "X ", INCASED > W o o N Z KING COUNTY, WASHING Q� 2 o w w 1 1 Z o °- SOUTH 114 CORNER OF SECTION 4, TOWNSHIP ° Z 1 1 (D Z ERAN NSHIP 23N, RANGE 5f; � 70 ' PRIVATE STORM ENT, FOUND DISK WIT1 DRAINAGE EAStMENi 1 PUNCH, INCASED BUILDING P ' IT 1372.79' 4 3 '23 "W 241.03' '�, I — — — — — — — — — — ` SCALE: 1"=20' 9 589'00'23 "E 2625.58' 9 10 + I'. NORTHEAST 12TH STREET r: B 14 i__ T= f — — T ;- _ _ — — — — — — — 0 10 20 ¢o HORIZONTAL CONTROL DIAGRAM ` 1" E: = 1000' I-- i� uau Pc SCALE WATER 11 � a l 1 ' 110 ! EASEMENT 1 1 �_s', 10' PUBLrc 1TO1 M - °o ^ --� DFAINAGE asEMINT I 1 1 7 s 6 11 11 GENERAL NOTES: 1 1. FUNCTIONAL CLASSIFICATION OF NORTHEAST 12TH STREET IS RESIDENTIAL COLLECTOR. STA 1 '70.00 1 2. FUNCTIONAL CLASSIFICATION OF REDMOND AVE NE IS LOCAL RESIDENTIAL. END RIVATE DRIVEWAY i 1 1 1' 1 1 J. ALL STREET LIGH77NG SHALL BE IN ACCORDANCE WITH CITY OF RENTON STANDARDS I 11 1 1 137-5 AND SPECIFICATIONS. �2.5'_4. CONDUIT RUNS IN BACK OF SIDEWALK SHALL HAVE 24" MIN. COVER. STREET CROSSING _ -____ -<UH #2 ' I 1 SHALL HAVE 5. TRAFFIC CONTROL PLANS SHALL BE PROVIDED BY iFIE CONTRACTOR IN ACCORDANCE CB 11 6 1 11 W1TH CITY OF RENTON AND WSDOT SPECIFICATIONS AND APPROVED BY THE CITY ENGINEER. 12' PRIVATE GR7U<'i✓AY EASEMENT --j 1 I 1 ' 6. ALL EXISTING AND PROPOSED UTILITIES SHALL RUN UNDERGROUND ALONG N.E. 12TH STA. 7 +45.00 STREET SITE FRONTAGE. 12' PRIVATE DRIVEWAY EASEMENT 1 -- - - _ END 26' PRIVATE ROAD { I I 1 '1 1 1 ,1 7. AVERAGE MAINTAINED ILLUMINA77ON PER FC (PROWDED)X1.6 FC (REQUIRED) - - i WET VAULT C PER DESIGN CALCULATIONS DATED AUGUST 28, 2002 J 1 8, UNIFORMITY RATO (PROVIDED) < 4.1 REQUIRED). BASED ON 145 FOOT SPACING. 1 r ,t 1 -01 1 1 ' PER DESIGN CALCULATIONS DATED AUGUST 28, 2002. 01 X•. t I I GB 12 . ZONE OF ILLUM/NATON IMPROVEMENTS 71" PRIVATE SANI rr.�.' I S I I 11 1 NE 12th STREET STA. 0 +00 TO STA. 5 +69.00. 9 1 T- 10' PRIVATE SANITARY SEWER tA5_MENi ( I ,I I SEWER EASEMENT o f I I Uj 11 0' 11 �I $ -- — — — — — — — — — — — rt - Z a I� - - - - — 4 -- 1 1 IAIFiL!ATION TRENCH .i 1 , 11. 1 -� 9 HIGH NTE I 1 1 HIGHPOINTE II 1 W I I i Z 1 200• CITY OF sEq TTLE1 ' 1 CONDUCTOR SCHEDULE: RN GROUT REMARKS — Q® - VC SCHEDULE 40 A 482- VC SO4EDLXE 80 A PVC SCHEULE 40 A J No. 8 VC SCFEDUIE 40- ILLUMINATION AND PIIOTDCELL Z v 1 TRANSMISSION LI 5 Pueuc Ara TART' t WER,,L EMEnT o EASEMENT REC. NOS 3335065 & 366456C. 4 V„ f' I a 3 0443011 h 1 1 1 1 1 Jn Uj - 0 o ` on C4 a Z C5cs A 0 Tod ao` I o o t 1 I I + 1 11 1 _1 n 1 v+i + SOUTHEAST ORNER OF W • ~ T 9 3 4 . _ -, �11 2 �. PROPOSED t GPIPOITV TE II d $ Rw N I zi Z y 2 11 ' 1 `. 11 vla- ^ Ih / 1 , 9.03 li 2 2 M1 1 _�� .��is_�_ RW # 1,. g GRAVEL %X: EXIST. FP n 9 m m m 1 1 z0"�T�_ - i 312 s 2' / y-55 � / i 2s�D ' -, %28.7 6 / / —� - —% -�— i - z' / / �a +g6_' shoo / Im co m m 0- N: 3000.00000 5.5 Sh,H i / ,I E,ST, MH / / �'� % 1.� ��. l� / / /� / —�� 1� g 10 0 0 0 0 a E 5000 00000 ' / ' 1 SOUTH 114 CORNER OF - E: 454 923` / SECTION 4, TOWNSHIP _ �J_ i' / A. x 7'RT FOG INE N N N N i RIM • 0 0 0 0 23N, RANGE SE, FOG NE �� , / / I w FOUND MONUMENT, 8 "W % / V 7 o a INCASED ' i % � / i .E r! B' TTJ� / / j / / 1� j / ,�.- i; 1 ✓ / �' i j 1i ._ - - ---- -- :wl.- -- - .� e ncfymark Ag "5 ' - 7 01 0 0 o RW - % ./ / 1 / .✓ / o / i / F ExrS EP 1 LEGEND Q RW ZZ m a d a s7a 0 +00.00= ® I � —� PROPOSED STREET LIGHT EXIST 51R7FT SICK -. -' EXIST W000 FENCE ® PROPOSED MONNEN? STA. 2 +20.00 t�y7 N: 2954.47501 CIL INTERSECTON z -Ij pp� y g �� FOR E: 7625.18725 T C 1 T FROPOSID 4RNCE CABINET EXST MAIL BOX - EXIST CHAIN LINK FENCE —RW— RIGHT OF WAY LINE ELEV = 441.81 MEA' KER SCHE)VLL; SOUMEAST CORNER OF 7 SECTION G TOWNSHIP MAN BRANCH B : {'f % � Date: I� C l ZC Z 23N. RANGE WI PROPOSm TYPE 1 J-BOX EX!ST GAS YALE ■ PRO°OSm CATCH BASH — —EL — — FA.SEWFNT LINE aRfYD75 B,REk Ep v D FOUND DISK WITH BREAKER CNIRACTp2 y �'� PUNCH, INCASED _ _ AYPj __.. AW, rvalAlOt3 z PROPOSED CONDUIT EXIST SEWER MANHOLE • PROPOSED SEWER MANHOLE °PL— PROPERTY NE �-- 0 ql /IjyJ. �' sxwcE DD, gy: Dote: - - -- EXISINC CONTOUR ��' r� CRGIIi A 30 30 1lLUNNATN z z z w em EXIST POWER POL EXIST RRE HIDRANT PROPOSED SE "R CLEANOUT Z o 0 0 yy I CIRCUIT 8 (SPARE) 30 30 ILLNNATIN By: Date O z w w o DffST POWER POLE WAIGiT X EXIST GATE VALVE PROPOSED GATE VALVE 3O' 7 I U j 30' -SIZED FOR FUTURE ILUMNATION > m — EXIST GUY ERE z EXIST WATER METER �• PROPOSED BLOW OFF By: Date is 4 CITY OF RENTON � O O o y T% EMST TV RISER D EXIST 3'x4 "r4' CONC ROW. POST E>EPARTMENT OF PUE LAC Wc7RKS BAC ¢ z LUlMAFE SCHEDULE: oY� of r s APPLICANT: ! Centre PALL war WA 98003 ° ^ (253) 86f -f901 STREET LIGHTING PLAN LUMINAIRE TYPE III //O8 //, L / C Pointe NUMBER STA RN DUST -WATTS CIRCUIT MTG. HEIGHT BASE PLATE MAST ARM BASE POLE No REMARKS /x®17 6.6i, K 0 1 +10.0, 28.5' LT. q 7L"" \O (NE 12TH ST) M -C -ll1 -150 A 35' STANDARD ICI' Gl' OF REN70N 2103 C NEW LUMINNRE OA' NEW POLE, PHOTOCELL GfF SE`o �R� BELLEWEL WA 98 05 J{212 SI Irveying ® 2 +50.0, 28.5' LT. M -C -ll1 -150 A 35' STANDARD 10' aiT' Of RENTN 2105 C MEW LUMINAIRE N NEW PO(£ SYO L✓ vVV Surveying 3jP AA 11yy �ypE PJP (N.E 12TH ST.) PHONE. �" ^c� c 1<w7 v ;�C�. pgq® DKB 73CN -E 1 " =20 FBA BOOK PAGE_ 3+90.0, 28.5' LT. M -C -111 -150 A 35' STANDARD 10' CITY OF RENTN 2107 C NEW LUMINAIRE ON NEW POLE EXPIRES: 9 -23 -03 I JOB N ®. idJV Z n N ® (NE. 12TH ST.) 1 285' I 150 A 35 STANDARD ID' CITY OF RENTOK' 2109 C NEW LUMINAIRE N NEW POLE Ae > T -� m�crax ar crmuc saaa a RIAOLL 178 IFIR 196 7- SCANNED MAR 2 8 ZM3 s y r.+ LJ x e w zz m .o s -o o � 0 % I ! L I I . ' � � : on a � f V-- .j PORTION OF • S*E-w 1/4 OF SEC. N. '. / N " 1, . , I . . ;w- � , il =:Mi. . W� I '�. 9��-- -- _ - IA "%t . �o : . . I 1� -.. 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LUMINAIRE, ARM ---u AND ALUMINUM DAVIT STYLE POLE � LIGHT BASE AND JUNCTION BOX WITH CONCRETE PAD - - - PVC CONDUIT (SEE WRING SCHEDULE) " TYPE 1 JUNCTION BOX WITH CONCRETE PAD - - WIRE NOTE 0 CONSTRUCTION NOTE GENERAL NOTES I , ! a 11 , I I 0 10 20 4-0 I - --------,4 1. THE EXISTING LIGHT STANDARD SHOWN IS NOT A SURVEYED LOCATION. THE LOCATION WAS FIELD MEASURED, SHOULD BE- CONSIDERED APPROXIMATE AND IS SHOWN FOR INFORMATIONAL PURPOSES ONLY. CONSTRUCTION NOTES (D ROUTE NEW CONDUIT TO EXISTING JUNCTION BOX. SPLICE NEW ILLUMINATION CONDUCTORS TO EXISTING CIRCUIT INSIDE JUNCTION BOX. POLE SCHEDULE POLE N0. -- POLE ID NO. : STREET I POLE LOCATION POLE OFFSET LAMP WATTAGE z - - MOUNTING HEIGHT MAST ARM CIRCUIT I NO. I 1 : 21018 0 UI - �T. I 100 I-- M-C-111 . --I- 2 5' 0 2 > Nk a � I ; � - . : .: : ; � LJLJ ' -\ : .: �� I . 7 : ' . � � � . . . - : : .. . � - .1 . ' : . t : j N . ; - I � I ' - - ; 0 � . : : - : . . . . - . . � i - �� : .� . � I . : . I 14 � : * ' , ' . I . . 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I'll W% " A�p - -"'---- ... - bP3"" -v4"fll"?---- � � I . " & 4 j`1 - 1.1 I 49 TWP. 23 N... RGE. 5 E.. W.M. LEGEND % TYPE M-C-111 H.P.S. LUMINAIRE, ARM ---u AND ALUMINUM DAVIT STYLE POLE � LIGHT BASE AND JUNCTION BOX WITH CONCRETE PAD - - - PVC CONDUIT (SEE WRING SCHEDULE) " TYPE 1 JUNCTION BOX WITH CONCRETE PAD - - WIRE NOTE 0 CONSTRUCTION NOTE GENERAL NOTES I , ! a 11 , I I 0 10 20 4-0 I - --------,4 1. THE EXISTING LIGHT STANDARD SHOWN IS NOT A SURVEYED LOCATION. THE LOCATION WAS FIELD MEASURED, SHOULD BE- CONSIDERED APPROXIMATE AND IS SHOWN FOR INFORMATIONAL PURPOSES ONLY. CONSTRUCTION NOTES (D ROUTE NEW CONDUIT TO EXISTING JUNCTION BOX. SPLICE NEW ILLUMINATION CONDUCTORS TO EXISTING CIRCUIT INSIDE JUNCTION BOX. POLE SCHEDULE POLE N0. -- POLE ID NO. : STREET I POLE LOCATION POLE OFFSET LAMP WATTAGE DISTRIBUTION - - MOUNTING HEIGHT MAST ARM CIRCUIT I NO. I 1 : 21018 I REDMOND AVE. N.F. 1 1+32.5 ---r&9.5' - �T. I 100 I-- M-C-111 . --I- 2 5' I 8' 1 1 -L I T- 304302 WIRING SCHEDULE RUN"O� NO. 1111111111111111 f000NDUIT .--l' 2• CONDUCTORS REMARKS 1 A' EX. 4----"' PVC - Ex. 2-#8, 1-#8 GREEN - -- EX. CONDUCTORS REMAIN 11 - 2 ++p-' PVC (SCHEJULE 40) , 2-#8, 1-#8 GREEN . � I RECORD DOCUMENT mva - 6- rq-,Vl m4splummueft-40. - ---- - -- -- -- ! ---------- I ; I I REC MENDAD FOR APPROVAL : i i ! I / --,..&- - - DATE 1 0 � fr f = I , I 1 I • r'�" t;'a- 1 I I i I BY - ------ I DATE ----- ---- FR - I I . � . I ---- , '40, . I Af$'V;, .1 . . - I .. - : I ik SH, h r/7 -10 1p 30730 ,, 4q- OX, O►STE v SI( W f. 61 \I 4-11-0; EXPIRES 01 31 05 - HIE HERMAN TRAFFIC ENGINEERING 15324 Southeast 133rd Court, Renton, Washington 98059 425- 277 -1740 tel. 425 -277 -5718 fax hte@attbi.com - 0 * SCANNED NOV • 7 2003 4 v