Loading...
HomeMy WebLinkAboutSWP2702884.19Ln lV M 6 0) 00 N N w w ;n r7 i� W W /_ V J W LAJ 5 300 6„ cA._ ........... .......... I y SE CORNDER OF NE 7TH ST & FERNDALE CT POINT OFFSET ELEV. DESCRIPTION (FOC) BEGIN R= 20.00 PC 20+06.32 36.00' RT 293.70 L= 90° 00'00" 1 /2 0 20+12.18 21.86' RT 293.76 L= 31.42 PT 20+26.32 16.00' RT 293.82 CENTER - END 20+26.32, 36.00' R 290 POINT OFFSET ELEV. DESCRIPTION (FOC) BEGIN R= 25.00 PC 22+71.13 16.00' RT 295.34 0 = 88` 09'25" 1 /2 0 22+88.17 23.17' RT 295.62 L= 38.47 PT 22+95.26 40.46' RT 295.89 CENTER: END 22+95.34 46.39' RT 295.96 22+71.13, 41.00' RT EXISTING GROUND O `-10" WATER I ELEVATION 33 EF — 12" CPEP STORM PIPE 295 S —_C�.� 0.0482 .............................:....... .... .....:......... ........................ ......:..................:...................:.......... :........ y - 6"11-1A'SS v / Li 2"SS 3: W uI Z Cn un Q Q 290 10":W 32 LF = 12" CPEP STORM PIPE S=10 @. 0.6116 cn F 6"GAS 0) UJI IW � ROADWAY & STORM DRAINAGE NOTES - — D W O1 CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING INLET, CATCH W BASIN, OR STORM DRAIN MANHOLE. �-�- -" '', Vi O2 CONTRACTOR SHALL CONNECT EXISTING DRAINAGE PIPE TO NEW STORM -�---' _ = DRAIN PIPE WITH FERNCO ADAPTER. _- - 0 O3 CONTRACTOR SHALL CUT AND CONNECT EXISTING STORM DRAIN PIPE TO -- _ 24 + NEW CATCH BASIN. 1* O4 CONTRACTOR SHALL INSTALL PERMANENT CONCRETE PLUG IN UPSTREAM ------- - -- N END OF EXISTING STORM DRAIN PIPE. O5 CAUTION: POTENTIAL UTILITY CONFLICT. CONTRACTOR TO USE "ETHAFOAM" O __---- - Q PAD AS SEPARATION BETWEEN UTILITIES. O6 CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING STORM DRAIN PIPE. CONTRACTOR SHALL ABANDON STORM CATCH BASIN OR MANHOLE IN PLACE. ZO8 CONTRACTOR SHALL POTHOLE TO VERIFY DEPTH AND LOCATION OF EXISTING -- -- WATER LINE. IF THE WATER LINE CONFLICTS WITH THE INSTALLATION OF THE CATCH BASIN, THE WATER LINE SHALL BE RELOCATED PER THE CITY = SPECIFICATIONS. U O9 CONTRACTOR SHALL REMOVE, PROTECT, AND RELOCATE EXISTING LLJLANDSCAPING, BLOCK WALL, AND/OR ROCKERY. COORDINATE WITH Q PROPERTY OWNERS. 10 CONTRACTOR SHALL NEAT LINE SAWCUT EXISTING SIDEWALK AND/OR CURB, Ln N AND REMOVE AND WASTEHAUL CONCRETE. CONTRACTOR TO INSTALL `n _ ui CEMENT CONCRETE ROLLED CURB AND REPLACE SIDEWALK IN KIND. Ln LO CD 11 CONTRACTOR SHALL ADJUST EXISTING CITY —OWNED MANHOLE, CATCH BASIN, II �D N VALVE BOX, CLEANOUT, MONUMENT CASE FRAME TO GRADE. UTILITY COMP— w N o ANY TO ADJUST GAS VALVES AND/OR TELEPHONE MANHOLES. CONTRACTOR TO COORDINATE. II u Q n 12 CONTRACTOR SHALL FURNISH AND INSTALL CEMENT CONCRETE APPROACH. SEE DETAIL SHEETS 24 & 27. 13 SAWCUT EXISTING DRIVEWAY FULL DEPTH AT LOCATION TO BE MARKED IN CB-63 THE FIELD BY THE ENGINEER. WASTEHAUL EXISTING PAVEMENT AND 12"V1f REPLACE DRIVEWAY IN KIND. TOP EL 2 2.48 14 CONTRACTOR SHALL NEAT LINE SAWCUT EXISTING SIDEWALK AND/OR CURB 300 AND REMOVE AND WASTEHAUL CONCRETE. CONTRACTOR TO INSTALL CEMENT CONCRETE VERTICAL CURB AND REPLACE SIDEWALK IN KIND. 12" GNAT R 32 LIT - 12" CPEP STORM PIPE 15 CONTRACTOR SHALL PROTECT EXISTING HYDRANT, SIGN, WALL, FENCE, S=9.� 0.0125 AND/OR LANDSCAPING DURING CONSTRUCTION. //� 295 16 VACANT. /�`���\/�� ��.... /.��1��. /..�./�����/�//�/....i./,...............................:...................:.........------ N, 6"GAS = 17 CONTRACTOR SHALL REMOVE, PROTECT, AND REINSTALL EXISTING FENCE. _A-A/V/.��/.�l/.��/.'//'//;'/i:�ii�ii���������,,,-,,.,, SS RAISED SS RAISED: SS RAISED ABOVESTO Ri1A v 18 CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING SIDEWALK, ABOVE STORM ABOVE STORM PAVEMENT, AND/OR CURB. 290 - 24'' CPEP STOOM PIPE S=0.:010 0L F:.......................................:...... 290 19 O CONTRACTOR SHALL FURNISH AND INSTALL CEMENT CONCRETE TRANSITION _..... _.............. _............. ........ .......... 180 LF 24'' CPEP STORM S=0-.fl1.0 � � � � � ................5.. ---. -- - E SECTI ON WITH CEMENT CONCRETE CURB END SECTIONS. SEE DETAIL SHEET 0 -_ ---- - - -- 27. ---- ----- - --SEWER, - 0 - VC NITCONTRACTOR SHALL REMOVE,PROTECT,AND RELOCATE EXISTING SIGN 285- 12":PVCSANITAZ SEWER - —— 285 g /OR CONTRACTOR SHALL FURNISH AND INSTALL PLASTC STOP BAR AND/OR EX. ...................: ��� .................. .............. CROSSWALK MARKINGS. -- SANITARYSEWER 22 O CONTRACTOR SHALL FURNISH AND INSTALL CURB RAMP 'ALTERNATE' PER : 5 L.F. - 24" CPEP STORM PIPE CITY OF RENTON STANDARD PLAN NO. 005.1 280 67 L.F. — 24" CPEP STORM PIPE 280 S-0.02 — S=0.017 280 23 CONTRACTOR SHALL FURNISH AND INSTALL 4—INCHES COMPACTED DEPTH ........................................................................................................................................................................................................................................... . :........ .......... 118 ,,. L. f:.....24..CP 24!'--CPEPM... pE. — E ST PI ...... _ . . BARK MULCH. S=0.017 ©4 CONTRACTOR SHALL FURNISH AND INSTALL ASPHALT CONCRETE TRANSITION SECTION WITH CEMENT CONCRETE CURB END SECTIONS. CONNECT SANITARY SIDE SEWER TO EXISTING TRUNK 275 � 275 PER CITYTSPECIFlCATIONS. ............. _ :...................:.:...................:...................:...................:...................:............. :...................:....... _ .. REMOVE SANITARY SIDE SEWER MANHOLE ;. EXISTING AROUND La26 ?TH STREET N.E. FINISHED GRADE 27 LOCATION OF EXISTING DRAIN APPROXIMATE. CONTRACTOR SHALL POTHOLE TO VERIFY LOCATION. 270 FLOWUNE RIGHT 270 N O N 0 N� N N N:O N N� N av 20+00 21+00 22+00 23+00 Q Q Q Q 0 WO 00 00 OLLI M 00 n 3 (z W Z un O Lc)rn(D M r- 0000 p0 1� Lc) co 0) 00 > N NN 00 N 00 (n W W> N N NN N N NN N NN N� N N N � N � �� N N= N N O (D � N O to W O O w 00 LLJ O D a- Lo o I� O N O 00 00 Ln N LnO N N N N + II II II II CN L II II II II It O II II II > co N -t � � o N N � cl rj II II w II w w w + w w w + w w + II . + II �+ w— w �� ww®Nw0000� nN L z wCNN LJ wON wN ON W W ZQ �� - zQ �zQ �d nQ II II c_nQ II II II ZQ �d�N U�NNN mF- Of N� mH CNN x ~ w w W X~ - W W W mH � (n NN� U cn U cn W cn � W cn � U cn c� —z Q U 00 w M � O O C N �sJ N N N N O_ O W W of 0 CO 0 F- U) O c z � II II II (Do+ ww O� N w w 3: z Mt d o3:n QfNN 265 24+00 AS -BUILT AS -BUILT SURVEY STAMPED BY DENNIS J. PIERCE, PLS# 33147 ON 2/14/02 ORIGINAL SIGNATURES ON DESIGN PLANS NOTE- Plans Redrawn, Items Removed For Clarity by City. See Constr. Plans for Original Design RECOMMENDED FOR APPROVAL By: Gary Schknel D a t e: 8 30 Ot By: Ronald Straka Date: 8/30/01 By: Bob Mahn Date: By: Date: _ 0 1" 2'$ TWO INCHES AT FULL SCALE IF NOT, SCALE ACCORDINGLY O w CO 0 o0 o U) N 00 Q:� W N W W V) o Z N _ -- z 0 0 M w z o vI 0 00 k 0 Ld Cy) Z z z > O J Q LLJ Z x Q O c �u w O J Q w O Y O N Ln a. N II II m 3� g } lh� 3 _> o w Q w > Wz Y O � Q Q w a- Q U [if _ a- C� (n 0 U Q 0 a_ 0 c� C) 0 Q N O O Q O � O O O oD Cn >o cn M F- m UV) U pF__ 0:� O - Z O < V) D m v> cn_ -MO z�z > O N Q � Ld w Ld00 U LLJ c Qom o' Q � U U U 0 N t-i z CD (L oo v O M O r m�to ryi 0 00 w �ZM �G�ON O �3 _jw NQ� N X� � xNa ZZX wW 1bIs D 00 JYao Q Zw� � 0 O w ova Z z z ZQ ao O W Z �a �N W ZW I� Z 00 IL O �W N is O N ` Y z SHEET: 8 OF: 32 JOB NO.: 00716 DWG: PLAN6 b 0 W N p 0 - ,S WV to • 27 -ig8 6 bCA114m:u AIJH 2 2 8� 29