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576-v/2 -.2,? - WHATCOM PEND OREILL OKAPIOGAN FERRY s SKAGIT STEVEN N4 f 1 CLALLAM r SNOHOMISH CHELAN JEFFERSON EATTLE r I- CIT O �LINCOLN SPO.ANE e R TOP SPOKANEI KING GRAYS \� �� KITT GRANT HARBOR \ \\ OLYM IA PIERCE ADAMS WHITMAN _ TH RSTON F `— PACIFIC i -� FRANKLIN,,.�-�IARFIELD\ LEWIS i �t ! P.HKIAKUM 5 YAtSIMA /J �OLUM IA �WLIT� -A BLNTON WALLA WALLA. I ASOTIN s SKAMANIA � -� � - -�L- - � I I KLICKI TAT LARK VICINITY MAP NOT TO SCALE 1\�l �`�rssy 08borme, Inc. CONSULTING ENGINEERS 701 DEXTER AVENUE NORTH SUITE 200 SEATTLE, WASHINGTON 98109 (206) 284 -0860 0 \1 LOCATION MAP SCALE: 1" =1000' 40i 28 0® RECOMMENDED FOR APPROVAL CHECKED FOR COMPLIANCE By: ' Date: 6136101 TO CITY STANDARDS By: Date: f• o/ " I Date By: Date: —!- U •`1{_ Date By: Date' 304 O1 date ROLL 178 FR 0 0 2 a W IJ DOLL 178 FR INDEX SHEET NO. DE3CR ED N COVER VICINITY & LOCATION MAPS 1 ABBREVIATIONS, SYMBOL LEGEND AND INDEX SYMBOL LEGEND 3 ABBREVIATIONS EXISTING PROPOSED DESCRIPTION EXISTING PROPOSED DESCRIPTION AVE AVENUE PLAN AND PROFILE - STATION 16 +00 TO 20+00 8 PLAN AND PROFILE - STATION 20 +00 TO 24 +00 9 PLAN AND PROFILE - STATION 24 +00 TO 28 +00 AC ASBESTOS CEMENT PIPE 11 PLAN AND PROFILE - STATION 32 +00 TO 36 +00 ASPHALT PAVEMENT o MAIL BOX (NOTED) ADJ ADJUST INTERSECTION OF NE 7TH STREET AND MONROE AVENUE NE ,,, PLAN AND PROFILE - STATION 43 +80 TO 48 +00 16 PLAN AND PROFILE - STATION 48 +00 TO 52 +00 ALT ALTERNATE 18 PLAN AND PROFILE - STATION 55 +50 TO 59 +60 19 PLAN AND PROFILE - STATION 59 +60 TO 63 +30 20 ALUM ALUMINUM PLAN AND PROFILE - STATION 67 +40 TO 71 +60 'r; 77;-;7 -7., .; GRAVEL SURFACING 23 SIGN ANSI AMERICAN NATIONAL STANDARDS INSTITUTE 28 -29 STORM DRAINAGE DETAILS 30 TEMPORARY EROSION AND SEDIMENT ASPH ASTM ASPHALT AMERICAN SOCIETY OF TESTING AND MATERIALS�._� ''•.. + .' CONCRETE SURFACING 32 RIP RAP ASSY ASSEMBLY BF BLDG BLIND FLANGE BUILDING �' - JJ.I -I CONCRETE SIDEWALK EMBANKMENT BUS BLOCK BO CTR BLOW OFF CENTER — — — - RIGHT -OF -WAY LINE CAP CORRUGATED ALUMINUM PIPE TREE (CONIFER) CB CATCH BASIN CENTERLINE OF RIGHT -OF -WAY CC CI CONCRETE CAST IRON - Q TREE (DECIDUOUS) CL CENTER LINE — — — CENTERUNE OF ROADWAY CLR CMP CLEARANCE CORRUGATED METAL PIPE SHRUBS CO CLEANOUT - - -- ° PROPERTY LINE CONC CONCRETE PERMANENT EASEMENT LINE WET LANDS C CONDUIT CONN CONNECTION — — — — TEMPORARY EASEMENT LINE CONTR CONT CONTRACTOR CONTINUOUS CPLG COUPLING - - - 10 - - - CONTOUR LINE BUILDINGS CY CUBIC YARD CONT CONTINUED _ -- E BURIED ELECTRICAL CL CLASS ROCK WALL CF CUBIC FEFT T BURIED TELEPHONE C CFS CUBIC FEET PER SECOND DC DEGREE OF CURVATURE w WATER MAIN (SIZE AS NOTED) 15i ELEVATION POINT DI DUCTILE IRON DIA DIAMETER G GAS MAIN MONUMENT DOT DEPARTMENT OF TRANSPORTATION 4 DIM DIMENSION 5 _ -S_.- SANITARY SEWER DWGS DRAWING(S) BORING AND TEST D DRAIN p D STORM DRAIN (SIZE AS NOTED) PIT LOCATIONS EOA EDGE OF ASPHALT E EAST F - SANITARY SEWER FORCE MAIN SECTION CORNER EA EACH EL ELEVATION TV BURIED TV CABLE EL ELEC ELBOW ELECTRICAL 1/4 CORNER EXIST EXISTING FIG FIN FIGURE FINISHED © POWER VAULT O ANGLE POINT / FL FLANGE CONTROL POINT FT FEET a TELEPHONE VAULT BENCH MARK F FORCE MAIN GA GALV GAUGE GALVANIZED TO TELEPHONE MANHOLE - -- DITCH GI GALVANIZED IRON GV GATE VALVE O MANHOLE -- D CULVERT (SIZE & ID INSIDE DIAMETER TYPE AS NOTED) IE INVERT ELEVATION CLEANOUT INV INVERT c- FENCE (TYPE AS NOTED) IN INCH L LENGTH ❑ s TYPE 1 CATCH BASIN OR CURB INLET LB LF POUND LINEAR FEET O 2 CATCH BASIN x \ , �C FENCE (WITH GATE) MAX MAXIMUM OO TYPE MFR MANUFACTURER MH MANHOLE POLE WITH GUY WIRE EXISTING GROUND MIN MINIMUM �� �\ MJ MECHANICAL JOINT MISC MISCELLANEOUS POWER / TELEPHONE / GUY POLE N NORTH NO NUMBER NTS NOT TO SCALE{ LUMINAIRE OC ON CENTER OD OUTSIDE DIAMETER PI POINT OF INTERSEC11ON YARD LIGHT PP POWER POLE PVI POINT OF VERTICAL INTERSEC11ON PE PLAIN END ® JUNCTION BOX PERF PERFORATED PVC POLYVINYL CHLORIDE pd GATE VALVE PVMT PAVEMENT PVT POINT OF VERTICAL TANGENT BUTTERFLY VALVE PC POINT OF CURVATURE PT POINT OF TANGENCY WATER METER QTY QUANTITY RET RR RETAINING RAILROAD FIRE HYDRANT R RADIUS RED REDUCER A REDUCER REINF REINFORCE REQD REQUIRED 4 THRUST BLOCK R/W RIGHT -OF -WAY SL SLOPE S SOUTH ] CAP /PLUG SCH SCHEDULE SF SQUARE FEET SHT SHEET q BLOW -OFF SPECS SPECIFICATIONS SQ STA SQUARE STATION STRAW BALE STD STANDARD TC TOP OF CURB TEL TELEPHONE THIRD THREADED THRU THROUGH TYP TYPICAL VC VITRIFIED CLAY VERT VERTICAL W WEST W/ WITH W/0 WITHOUT Swp s�- s �8k W IJ DOLL 178 FR INDEX SHEET NO. DE3CR ED N COVER VICINITY & LOCATION MAPS 1 ABBREVIATIONS, SYMBOL LEGEND AND INDEX 2 SURVEY CONTROL DATA & ALIGNMENT TABLE 3 PLAN AND PROFILE - STATION 0 +00 TO 4 +00 4 PLAN AND PROFILE - STATION 4 +00 TO 8 +00 5 PLAN AND PROFILE - STATION 8 +00 TO 12 +00 6 PLAN AND PROFILE - STATION 12 +00 TO 16 +00 7 PLAN AND PROFILE - STATION 16 +00 TO 20+00 8 PLAN AND PROFILE - STATION 20 +00 TO 24 +00 9 PLAN AND PROFILE - STATION 24 +00 TO 28 +00 10 PLAN AND PROFILE - STATION 28 +00 TO 32 +00 11 PLAN AND PROFILE - STATION 32 +00 TO 36 +00 12 PLAN AND PROFILE - STATION 36 +00 TO 40 +00 13 PLAN AND PROFILE - STATION 40 +00 TO 43 +80 14 INTERSECTION OF NE 7TH STREET AND MONROE AVENUE NE 15 PLAN AND PROFILE - STATION 43 +80 TO 48 +00 16 PLAN AND PROFILE - STATION 48 +00 TO 52 +00 17 PLAN AND PROFILE - STATION 52 +00 TO 55 +50 18 PLAN AND PROFILE - STATION 55 +50 TO 59 +60 19 PLAN AND PROFILE - STATION 59 +60 TO 63 +30 20 PLAN AND PROFILE - STATION 63 +30 TO 67 +40 21 PLAN AND PROFILE - STATION 67 +40 TO 71 +60 22 PLAN AND PROFILE - STATION 71 +60 TO 72 +78.95 23 TYPICAL SECTIONS 24 -27 ROAD DETAILS 28 -29 STORM DRAINAGE DETAILS 30 TEMPORARY EROSION AND SEDIMENT CONTROL DETAILS AND NOTES 31 SERVICE CONNECTION DETAILS SANITARY SEWER AND WATER 32 ROAD DETAILS mim u - .r�" vA*02 RECOMMENDED FOR APPROVAL By: _ Date: By: Date: W17,41 By: Date: By: Date: 0 1" 2" �!J- � TWO INCHES AT FULL SCALE. IF NOT, SCALE ACCORDINGLY y v m V N co M W N -- � Z Z r5v .LU �� U'F5 K r3 F5 J <o z Och w3 0 a I O y � N 0 a �+ m ° z >Z: 3 U tY 0 N O U Q ire G 4 O W 4 8 G"ON W ► C n SHEET: I OF: 32 JOB NO.: 00716 DWG: G -1 W a z F- W F- � V z ZZ <-2 <5 O0 h3 WO O� W Z W w 00 >- o d 0) z O p Z Z 4c vi G o a. � H F- 0 N JE Q w 50 =O m z H h In W z SHEET: I OF: 32 JOB NO.: 00716 DWG: G -1 HORIZONTAL AND VERTICAL CONTROL PNT NORTHING EASTING ELEVATION LOCATION 1 186400.9581 1308913.1200 425.174 CASED MON. CONC. W/ NAIL, DOWN 1.20', INT'X MONROE AVE & NE 12TH ST (EAST) CA-.D MON, CONC. W/ PUNCH MARK WHERE NAIL USED TO BE, DOWN 1.85', !NT'X MONROE AVE & NE 12TH ST (WEST) 2 3 186407.0187 185965.2710 1308734.2800 1308735.4920 400.291 398.340 CASED MON, CONC., W/ LEAD & TACK, DOWN 0.20', INT'X MONROE AVE & NE 11TH PL 4 185742.1502 1308736.1090 397.752 CASED MON, 4.5" DIA CONC. W/ LEAD & TACK, DOWN 0.12', INT'X MONROE AVE & NE 11TH ST 5 185518.9941 1308736.7010 398.093 CASED MON, 4.5" DIA CONC. W/ LEAD & TACK, DOWN 0.15', !NT'X MONROE AVE & NE 10TH PL 6 185076.5962 1308737.9240 398.899 CASED MON, 4.5" DIA CONC. W/ LEAD & TACK, DOWN 0.22', CL OF MONROE AVE NE, 1 /16TH COR. 7 184744.0420 130873118270 391.880 CASED MON, 4.5" DIA CONC. W/ LEAD & TACK, DOWN 0.23', INT'X MONROE AVE NE & NE 10TH ST 8 184734.5509 1309102.1850 402.603 CASED MON. 3" SQUARE CONC. W/ LEAD & TACK, DOWN 0.55', INT'X NE 10TH ST & NEWPORT CT NE 9 184813.5238 1306400.9940 394.383 CASED MON, CONC. W/ PIECE OF REBAR, DOWN 0.90', INT'X NE 10TH ST & LYNNWOOD AVE 10 184488.7900 1308739.5620 390.664 CASED MON, 4.5" DIA CONC. W/ LEAD & TACK, DOWN 0.30', INT'X MONROE AVE NE & NE 9TH ST CASED MON, 4" SQUARE CONC. W/ LEAD & TACK, DOWN 0.55', INT'X NE 9114 ST & OLYMPIA AVE 11 12 184471.7576 183854.1152 1309397.3360 1308741.2990 409.777 392.465 CASED MON, 4.5" DIA CONC. W/ LEAD & TACK, DOWN 0.25', INT'X MONROE AVE & NE 8TH ST 13 183862.3461 1309170.2380 390.250 CASED MON. CONC. W/ LEAD r BRASS TACK, DOWN 1.05', INT'X NE 8TH ST & NEWPORT CT NE 14 183746.0599 1308741.7890 390.585 CASED MON, CONC. W/ LEIO & TACK, DOWN 0.90', CL MONROE AVE NE, 1/4 CDR 15 183416.6000 1308742.5170 381.599 CASED MON, 4.5" DIA CONC. W/ LEAD & TACK, DOWN 0.25, INT'X MONROE AVE & NE 7TH ST, KING COUNTY #5924 16 183533.4038 1308500.3980 374.584 NAIL & TAG, "FCH 17667 ", LOCATED NORTH OF NE 7TH ST BIN KIRKLAND AVE & MONROE AVE 17 183371.5276 1308157.3460 348.467 CASED MON, BRASS DISK W/ "X ", STAMPED "PLS 23613 ", DOWN 1.15, INT'X NE 7TH ST & KIRKLAND AVE 18 183052.2338 1308174.9380 341.377 CASED MON, CONC. W "X" & NAIL ® CENTER OF "X ", DOWN 0.75, INT'X KIRKLAND AVE & JEFFERSON AVE 19 183633.8737 1308142.8570 353.334 CASED MON, CONC. W/ NAIL, DOWN 1.05', INT'X KIRKLAND AVE & LYNNWOOD AVE 20 183177.0124 1307796.8620 333.619 NAIL & TAG, "FCH 17667 ", LOCATED APPROXIMATELY 400 FEET WEST OF INT'X OF NE 7TH ST & KIRKLAND AVE 21 183102.3940 1307522.2300 323.197 NAIL & TAG, "FCH 17667 ", LOCATED APPROXIMATELY 400 FEET EAST OF INT'X OF NE 7TH ST & HARRINGTON AVE 22 183106.6396 1307112.3260 301.797 CASED MON, CONC. W/ BRASS CAP & PUNCH MARK, DOWN 1.10', INT'X NE 7TH ST & HARRINGTON AVE 23 182848.8902 1307107.6550 300.407 CASED MON. 4" DIA PIPE USED AS MON CASE, BENT R.R. SPIKE IN CONC., DOWN 0.20', INT'X HARRINGTON AVE NE & NE 6TH PL CASED MON, CONC. W/ LEAD. &.TACK, DOWN 0.90', INT'X HARRINGTON AVE NE. &. NE 8TH ST. 24 25 183371.5378 183132.9635 1307116.5780 1306746.1010 305.977 295.785 - NAIL & TAG, "FCH 17667 ", LOCATED APPROXIMATELY 365 FEET WEST OF INT'X OF NE 7TH ST & HARRINGTON AVE 26 183280.4547 1306452.4600 293.625 NAIL & TAG, "FCH 17667 ", LOCATED APPROXIMATELY 370 FEET EAST OF INT'X OF NE 7TH ST & EDMONDS AVE 27 183387.7305 1306136.9420 288.906 CASED MON, 4" CONC. W/ BRASS DISK & PUNCH MARK, DOWN 0.45', INT'X NE 7TH ST & EDMONDS AVE 28 183800.1640 1306144.4360 285.090 CASED MON, CONC. W/ NAIL, DOWN 0.90', CL EDMONDS AVE NE, KING COUNTY #5916 29 183504.9293 1305831.7670 279.634 CASED MON. 4" CONC. W/ BRASS DISK & "X ", DOWN 0.45', INT'X NE 7TH ST & DAYTON AVE NE 30 183586.6492 1305608.9620 272.955 CASED MON, 4" CONC. W/ BRASS DISK & "X ", DOWN 0.45', INT'X NE 7TH ST & CAMAS AVE NE 31 1824702.0036 1305133.6840 228.591 CASED MON, a CONC. W/ BRASS DISK & PUNCH MARK, DOWN 0.40', PT. CL NE 7TH ST 32 183731.4950 1304948.2590 213.491 CASED MON, 4" CONC. W/ BRASS DISK & PUNCH MARK, DOWN 0.45', INT'X NE 7TH ST & ABERDEEN AVE NE 33 183968.7491 1304952.2970 217.441 CASED MON, 4" CONC. W/ 1.5" BRASS DISK W/ PUNCH (MARK, DOWN 0.40', INT'X ABERDEEN AVE NE & NE 8TH ST 34 183565.7777 1364945.5910 214.621 CASED MON, 4" CONC. W/ 1.5" BRASS DISK W/ PUNCH MARK, STAMPED "LS 11671", DOWN 0.45', PC, CL NE 6TH PL 35 183769.6021 1304568.2820 177.241 MAG NAIL & TAG, "G & 0 CONTROL', LOCATED AT INT'X OF NE 7TH ST & SUNSET AVE 36 183943.1262 1304610.8060 184.384 CASED MON, 4" X 4" CONC. COLUMN W/ 1.5" BRASS DISK, DOWN 0.35', PC, CL SUNSET BLVD NE 37 183654.6757 1304566.7430 172.586 CASED MON, 4' X 4" CONC. COLUMN W/ 1.5" BRASS DISK, DOWN 0.30', PC, CL SUNSET BLVD NE 38 183183.6351 1306668.5350 295.100 CASED MON, 4" SQUARE CONC. W/ BRASS PLATE & PUNCH MARK, DOWN 0.40, CL NE 7TH ST 39 183536.8125 1305748.7970 277.603 CASED MON, 4" CONC. W/ BRASS DISK & "X ", DOWN 0.45', CL NE 7TH ST 40 186421.4960 1308728.4290 400.960 MAG NAIL & TAG, "G & 0 CONTROL ". LOCATED AT NORTH END OF INYX OF MONROE AVE & NE 12TH ST N.E. 7TH STREET CENTERLINE ALIGNMENT TABLE ANGLE POINT P.I. STATION NORTHING FASTING DISTANCE PI TO PI BEARING RADIUS TANGENT LENGTH DELTA AP1 0 +87.37 183766.4058 1304615.0475 RENTON VO -TECH COMM. COLLEGE AT THE KING COUNTY MAINT. YARD AT CHAFF) C.) VZ �0 Y � iIi THE N. TEND OF A GRASS PARKING MEDIAN JUST W. OF AN ELECTRIC 1111 Z 203.99 S 85' 59' 13" E DISK SET IN TOP OF CONC. MON. W/ STAMP "PT B 1962" LOC. IN PC2 2 +41.36 18375.E 6288 1304765 6556 STANLEY SAYRES MEMORIAL PARK IN A BLACKTOP STRIP APPROX. 84.5 FT E. OF BULKHEAD ON W. SIDE OF PARKING AND APPROX. 12.5 FT W. P12 2 +91.36 183752.1296 1304818.5355 OF A METAL GRATE EMBEDDED IN THE ROAD. APPROX. 5.0 MI. N.W. OF 1139.85 50.00 99.93 5' 1' 24" PT2 3 +41.29 183744.2765 1304867.9144 ELEV. DESCRIPTION 2671WS 180879.5237 1288220.3329 237.188 WSDOT BRASS DISK CEMENTED INTO A DRILL HOLE AND SET LEVEL W/_ 638.77 S 80' 57' 49" E 320.84 639.34 11" 58' 14" PC3 P13 6 +09.23 9 +30.07 183702.1935 183651.8016 1305132.5252 1305449.3809 CASED MON., 4.5" DIA. CONC. W/ LEAD & TACK, DOWN 0.25', INT'X 3060.14 PT3 12 +48.57 1835 1870 1305748.8946 2 (PPT T # #2 8) 183800.1640 1306144.4363 285.090 CASED MON., CONC. W/ NAIL, DOWN 0.90', CL EDMONDS AVE. N.E. 1507.87 S 68' 59' 35" E PC4 P14 22 +34.67 24+35.60 183183.2890 183111.2578 1306669.4521 1306857.0313 1141.34 200.93 397.79 19' 58' 10" PT4 26 +32.46 183107.6189 1307057.9323 845.14 S 88' 57' 44" E PC5 P15 28 +11.65 32 +76.67 183104.3738 183095.9522 1307237.0909 1307702.0370 1609.99 465.02 905.40 32' PT5 37 +17.05 183336.7324 1308099.8696 978.47 N 58' 48' 59" E PC6 PI6 41 +04.12 42 +30.50 183537.1495 183602.5887 1308431.0119 1308539.1348 455.00 126.38 246.55 gl7" 31' PT6 43 +50.67 183602.8894 1308665.5182 202.90 N 89' 5t' 49" E AP7 1183603.071 5 1308742.0372 ROLL 178 SURVEY BEINCHMARK TABLE HORIZONTAL POINT # NORTHING EASTING ELEV. DESCRIPTION D J O � < Z u" DISK SET IN TOP OF CONC. MON. W/ STAMP "HAFF 1990" LOC. NEAR O Z< 179737.9464 1308390.9587 340.951 RENTON VO -TECH COMM. COLLEGE AT THE KING COUNTY MAINT. YARD AT CHAFF) C.) VZ �0 Y � iIi THE N. TEND OF A GRASS PARKING MEDIAN JUST W. OF AN ELECTRIC 1111 Z GATE IN A NORTH -SOUTH CHAIN LINK FENCE. SY4354 DISK SET IN TOP OF CONC. MON. W/ STAMP "PT B 1962" LOC. IN (PT. B) 211760.0388 1284004.8571 STANLEY SAYRES MEMORIAL PARK IN A BLACKTOP STRIP APPROX. 84.5 FT E. OF BULKHEAD ON W. SIDE OF PARKING AND APPROX. 12.5 FT W. OF A METAL GRATE EMBEDDED IN THE ROAD. APPROX. 5.0 MI. N.W. OF RENTON ON THE W. SHORE LINE OF LK. WASHINGTON. VERTICAL POINT # NORTHING EASTING ELEV. DESCRIPTION 2671WS 180879.5237 1288220.3329 237.188 WSDOT BRASS DISK CEMENTED INTO A DRILL HOLE AND SET LEVEL W/_ CONC. SURFACE LOC. IN THE END OF THE CONC. SIDEWALK APPROX. 131 FT S. OF INT'X OF 129111 ST. AND SR900. 5924KC CASED MON., 4.5" DIA. CONC. W/ LEAD & TACK, DOWN 0.25', INT'X (PT #15) 183416.6000 1308742.5173 381.599 MONROE AVE. & N.E. 7TH ST. 2 (PPT T # #2 8) 183800.1640 1306144.4363 285.090 CASED MON., CONC. W/ NAIL, DOWN 0.90', CL EDMONDS AVE. N.E. HORIZONTAL : NAD83 (1991 ADJ) VERTICAL NAVD88 RECOMMENDED FOR APPROVAL By- E z Data: g D/ By: - - Date: By: Date: 6y Date: 0 1" 2" TWO INCHES AT FULL SCALE. IF NOT, SCALE ACCORDINGLY V 0 w 1O 4) - � Z LLl Z. 0 V 7 Co _IZ o3 �i O Y � N a 0_ 3 sri � z >: ° wi a U 0 a w a v a �mz y '�9i8 S`' sic Jl� v SON O 1� o W Z H Z z �' O � wIL Z3 Q D J O � < Z u" Z o. O Z< }Z �0 > CC a1 C.) VZ �0 Y � iIi 1111 Z SHEET: 2 OF: 32 JOB NO.: 00716 DWG: DATA W4ANNtU MAK 4 8 4uuJ 9 w j 20' 10' 0 20' 40' n a:n II znn I c> I I U a I 7 Y Z _t !Z 0. G0.'* �� z PHALT , N _4 1 m URED T0� I m u> o d AIM �c orn o <+��- wri N W « r ', C ANNEL ' I m W /-' r+ ;I 6 � I !' UNOFF I� I I + II � � ¢ � ii � � °+' c� z + Cn -I- G d ft\ ,- O 1 s� — G w' t-: 2 ,-= o� I t- ` -: w i :!? N It it ZIZ 1! U) to .= Q UY Q i Q 4 u) Q -c < S X i- X H I 2 i! ' •- (� I y F- ` w W W X- Cf W X �-' ~ w .Vi UI w n LL; cn LL; (7, �w I n r - -- w n �- w`• v. W � � f� EXISTING SIDEWALK ; {1a in I ca I f C) '` /' to W NE 7TH TBEET g _ f -, w _ , � I (� 21„ J 4 C I D D . �21 ^ 2 — J ROADWAY & STORM DRAINAGE NOTES CC 41 I I I I T J W ui O1 CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING INLET, CATCH I —�— o _ 4„ co BASIN, OR STORM DRAIN MANHOLE. I I I -- 4" -- W — W I ` W W i 03+ 0 _-__ yr _ _ IN --_- 2O CONTRACTOR SHALL CONNECT EXISTING DRAINAGE PIPE TO NEW STORM 1 +00 ?4° CC 2 +00 5 _ S - S O DRAIN PIPE WITH FERNCO ADAPTER. = �..� S -- - 24" CC 4 0 Q yC S _ -i - - 1- 24 "CC + �3 CONTRACTOR SHALL CUT AND CONNECT EXISTING STORM DRAIN PIPE TO ? - - I- mu _ �_ � NEW CATCH BASIN. w G G v -- G -- 6" STIP G O4 CONTRACTOR SHALL INSTALL PERMANENT CONCRETE PLUG IN UPSTREAM W 4n - G G G -- G a END OF EXISTING STORM DRAIN PIPE. CAUTION: POTENTIAL UTILITY CONFLICT. CONTRACTOR TO USE "ETHAFOAM' _ PAD AS SEPARATION BETWEEN UTILITIES. J S d'° F $ ' d © CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING STORM DRAIN PIPE. ( y� ® ' -- — — — .; _ I — a'—.` — 4 _ — _ Z �7 CONTRACTOR SHALL ABANDON STORM CATCH BASIN OR MANHOLE IN PLACE. V) f I Y /• j ON OF EIS WATER LINER IIFATHE WATER LINE CONFLICTS WITH r,THEOINSTALLATIONXOF NG n z m THE CATCH BASIN, THE WATER LINE SHALL BE RELOCATED PER THE CITY Zmw I Cmp z z cns z CL > > > f �U ¢ ¢ ¢ I SPECIFICATIONS. c c a I a h " 0 c� u v , I I Q G CONTRACTOR SHALL REMOVE, PROTECT, AND RELOCATE EXISTING cJ N CJ � �co f- ~ _ - N `� I- NO WORK ON THIS SHEET W LANDSCAPING, BLOCK WALL, AND /OR ROCKERY. COORDINATE WITH ��co a) �� r��� Nto PROPERTYOWNERS. N o ri I 1 I z u- I I -0 I INFORMATION SHOWN FOR a N Z 10 CONTRACTOR SHALL NEAT LINE SAWCUT EXISTING SIDEWALK AND /OR CURB, 10 _ ^ u> I > ^ �� �° `n `� ¢ f' m "' w v REFERENCE ONLY AND REMOVE AND WASTEHAUL CONCRETE. CONTRACTOR TO INSTALL h C,! O +s ,f) m h 0, W OT c0 �- r, N <t n r n u o o G ° U + ° C4 ¢ + II v } u a N J CEMENT CONCRETE ROLLED CURB AND REPLACE SIDEWALK IN KIND. 4� t N+ r, or l I N o wT� a w� o r - . - a a J .- _ w w w 11 CONTRACTOR SHALL ADJUST EXISTING CITY -OWNED MANHOLE, CATCH BASIN, • N w II II i! I I r�11 Q I w A II 4f Q if II V) eC I1 !i X I! II VALVE BOX, CLEANOUT, MONUMENT CASE FRAME TO GRADE. UTILITY COMP - w i wv) �www w~i �wwW Iwo Fww wC ww Lu Ld ANY TO ADJUST GAS VALVES AND /OR TELEPHONE MANHOLES. CONTRACTOR TO COORDINATE. :.........:.........:.........:.........:........ .:.........:.........:......... .........:.........:.........:.........:.........:......... :.........:.........:.........: APPROACH. :.........:.........:..... :.........:......... :.........:.........;.........: AND INSTALL CEMENT CONCRETE P :.........:...................:.........:........ .:.........:.........:......... . ........ ;.........;.........:.. ....... ...... .... .............................. ...... . :......... ............... ............................... :...... ...:.........:................� .....................;............................ .;.........;.........;......... ....... IN :.........:...................:. ..................:.........:.. ....... ..:.........:................_, ....... WASTEHAUL EXISTING PAVEMENT AND BE MARKED :.........:.........:.........: .... m 1 6 . .. Y DEPTH AT LOCATION TO UT (STING DRIVEWAY FULL P .:. .;. ENGINEER. 13 SAWC EX :...... ...:.........:.........:....... .:.........:...................:.. ............................... BY THE E 196 :.... .....:.........:.........:..... - ,n.: :...................:...................:...................:.............. ............................... ....... ...:.:.:.:.:.:.:.:. ........ .:...................:......... . . :.......... ..................:• z :?.........:....... .:.........:.........:........ .;.........;.........;......... ........................... ..:...................:........ ® CONTRACTOR SHALL INEAT LINE SAWCUT EXISTING SIDEWALK AND /OR CURB, .............. �..:............... .......................;....... ............................... . :.... .....:.........:.........:..... ✓� . E.........:.........;.........:.................. ...........:.........;......... CONCRETE VERTICAL CURB AND REPLACE SIDEWALK . :.........:........ .:.........:.................. .........:.........:...... .............:................. : :.........:.........:....... ..:.......�c�i�::::::::........ ....... .... CEMENT C .....c3.. :.. .......:.........:............. .........:.........:.........:. ....... .... • .... ..............:.........:...... ............:....... .........;............. ......;.........:.........;.... 210 ........:................. , -•� AND REMOVE AND WASTEHAUL CONCRETE CONTRACTOR TO INSTALL ' � ' ' � ALK IN KIND ..... .�. ...... ...........:.........:.........:............. ............................... 210::: ::::::::: ::::::::: ::::::::: ::::': ......... :... /. /,�'�.: 15 CONTRACTOR SHALL PROTECT EXISTING HYDRANT, SIGN. WALL, FENCE �. .. ... ..... .. .. 190 :.................. .................. ........... : ......... : ......::.:.:.:.:.::.:.:.:.:.:.:.:.:.:.: .:.:.:.:.:.:.:.:.:.:.:......... `..........................:.......... .........;...................:. kN ...... AND/OR LANDSCAPING DURING CONSTRUCTION. ................ .... ...............:............... ...:................... ............................... . ...... .........:.................... ...................... ....... ... ...... . :::::................:...... .. y�.::..: ��fr...... . :...................:.. �`' ; ...................;........... .. ....... VACANT :.........:.........:.........:................. ..:..................:........ \ ........'=':::::::' ::::::: ::::1XISf1tNG GROUND::...:::::::::::::.. \f .:: 16 . // :� `., ..... ... .... l��. .....:........ . .........:.........:.........:....... I.:...:::::::::::.:::::::.::::::: ::::::::::::::::......::::::::: :: ::::'. :.........:.............................:.........:.........:........ .:.........:.........:......... \ \�... ........:Ti...... l�Y` :::.... PR TE A D EINSTALL E (STING FENCE ...... .............:.........:....... .E;XISTING GROUND ,. ::::::::::::::::::::" :: :: :: �, :• ONTRAC OR SHALL REMO O , :...... ...:.........:................. :........ ...........:.........:.......�. .........;. 1;......., .. ::.::.. 206 �� X06 ...:.........:........ j :...:.........:..:... :.........:.........:......... : ....... . : ........:::::::::::LLEi/ATIDN ............:. ............ AND WASTEHAUL EXISTING SIDEWALK, 18!!S ............... .............. .. : l :.' ' ..... '..' �!� ... ....:........ :':':............ 18 CONTRACTOR SHALL REMOVE LK ...... . :.. :...................:......................................:...................:............ .......:....................... ..... ..............:................ \`�'l...... ....... VEM AND/OR CURB. O �- ................... ...... PA ...... ....... .�. .;. PAVEMENT, ......... ......... ............................... :::::::::::::::::::i:: :::::::...... ... !` /......... ............ .......:........:::.......:::.. /..........::.... . - - I -- T CONCRETE CURB END SECTIONS. SEE DETAIL SHEET .............. .. ...............:.........:.... ��� :.. .... � ..,..y... ..:........ ....... ....... , � /�:`� :. ' - . ..'-� SEC ONCWITH SHALL H �D IN .... .:.........:........... .:. /�� /::.. 5�::..� f:::::::1$Q : :: X00 :::::::::::::::::::::: :::::: ' :. �'�fi ::::::.. 200 I V. :.........:.... , �. ...... M :......... : .........:...... b�............I..... 180 ;..... :................ ............................... /...... �Ag................ /i..- :...................:............................................... ............................' A RELOCATE :...................:...................:....... ............................... rl:�l .. N� ...:......�:......... ; :':':' :':':':':':' ':'....... ' : ' :::::::.:...: OgM' : CONTRACTOR SHALL REMOVE, PROTECT. AND EL CATS EXISTING SIGN. :.........:.........:.........: .........:.........:........f -. �5 SP.....: '�.:.. ..G C..:................... S� ... ..... / `' :::: ��'::......:: ' :..::..: ..... : .........:......... i . ' ✓C ' :... 21 CONTRACTOR SHALL FURNISH AND INSTALL PLASTIC STOP BAR AND /OR �...... :...... ...:........................... 2 .. l.`.:i::::: " ........ �.�'� ... c� .:. t'1 �� ' ::�- : : ' O CROSSWALK MARKINGS \t�< l a \ ..... : S� r .� /, .... ; ....: :., (: ::: ::: 196 CONTRACTOR SHALL FURNISH AND INSTALL CURB RAMP 'ALTERNATE' PER .... :. :. .... F SA. :.........:... :17..6..x:..'' A .......... 176' ...... .......... .............. F STANDARD N . 5.1 .............. .: : '.::.............:............!. :.........:.:........:......... .......:...................... .................:............. �. � , :....... ' '.. :': '.... ...:':':.......:':':.......:'" :....................... .......... ....... IE COMPACTED DEPTH r ....:.........:.........: ! 4 . .....;.:SRS y, /.'J ............ ............................... ::::. ALL FURNISH AND INSTALL 4-INCF S ::::::'.hl:�'::::::::::::" : —:--.;....../ ..:.........:...::::: ::::::::::.:::::::::::::: :::::: �.:.: 4':G�: ....... 23 BARK MULCH. X...I .. . I / ....:.........:... y ...... ....... ....... - I .................... - �` /f :: ; ::::::: 4 CONTRACTOR SHALL FURNISH AND INSTALL ASPHALT CONCRETE TRANSITION �.. :::::::::: ::::::::::�... ::::::::::: ::::::::::::::::::::::::::::::: ::::' :.a .... .. ....... 190 CEMENT CONCRETE CURB END SECTIONS .. ; ....170. ..190.... ... ............... ............... ............... ............ 170 :.......... ./..../ ...........................: .........:.........:.........:. .... .... ..... ........: .. 1 ... .. ...... ..... ....... ....... - ...........................:....................... i......:..................:...................:.......... .............................:. SECTION WITH 11......:....., RI '�' .........:............ ............................... ::.. SANITARY SIDE SEWER TO EXISTING TRUNK �......:.... .P. / .... .....:...................:.........:.........:........ .:.........:.........:......... .y:':.::: ::: ....... ....... pb .. :.........:........ ...........:................... ... XISTiN6 GRO�K16 4i c :. ©PERTCITYTSPECIFCAT(ONS CONNECT :...... �% ........ G ..... ....f�.........I ............: ..... .:.........:.........:......... ..... ....... - ... .. .:: ..... ....... REMOVE SANITARY SIDE SEWER MANHOLE rl : ..... :............ ...........................:... :: i ..::: OF: 7Th( ;TfZEET. N::'::::::::..... 26 ' .:.::........:...... i...:.........: .........:...................:. .. ..:.........:.........:.........:........ .:.........:.........:......... ......: ......: :. .. .... 186 :.. F� .... .� ...................:......... : ......... : ......... : ........:::..:i$6 : !�P:.:::::........ ..... ............... SHALL POTHOLE . DRAIN APPROXIMATE. CONTRACTOR ........:.........:.........:.........:.........:.. ............................... ..:.. :.:.: OF EXISTING 186 ............. .........:..................:...................;......................................:.......... .........:..................... Q :.................. .:............................. :.........:.........:.... .. . ............. .. ....... ....... ....... ....... ...... TO VERIFY LOCATION. ;.. ....... .. ...... ....... ... : :: ...... .. ... ... ....... . . . . ..... ....... :ri:. c= ....... ....... :.0...... .. .. ... .:P.... ..... ... .:c3i:.. :�:... ......:�:: .. ... .. I':rn: ... ....... ... :o:: ....... ..Cf.. = . . . . . . . . . . . . r %A ASA ...... r,:......:. ti• ...: :: ::�:::: :: ::::: :::::::N : :. ..... ..... ...n .........:........<--:..... .... .. ..... ISO .:. ... .. ..:.........:... ......:.........:............. 20 180 : : ::.. ..:.........:.........:......... �: .........;.........;.......... ........ 5 +00 .... .;. ... 4 +00 8 1+ 00 2 +00 ROLL 178 FR 0 Q rJ co co LLI Z Z�" W z� La - o U Tp J F. N O o3 Un�Ell Y N ON _� m 3 5 le s> o a U fr 4C w IL U) o v a - A 3 i I w pF I Z. 3, wuw RECOMMENDED FOR APPROVAL W Z" z w U C) By: Date: 0 0 WS w+ >> d 4G O0 24c Y. — BY: LL O 0 Z Z< zz c z N N N O �I � : D a l e ~ W Q C4 N W Z f) ,Y c cV I o I Date: SY "G r7 N?M S CE .� -NNNN �Q - W �NtD ��<t 0 NNd- Dj 1" 2" rj V)O r�5 M r7 e7 ( � U) � U) 6) In _j Iln�.nn 0z d- d- d- U��,� if 0� rh O I_ � If N) M —•� - -� ���� O w w r a wf ``' n Q wmmrn u u n v) wrn� n if TWO INCHES AT FULL SCALE it If II v) C 11 If II 11 In = d I! !I X '•� ---� N h•- �`' �`' `-' Ld `� _ `-' w IF NOT, SCALE ACCORDINGLY x t,-I m w w w u ri w u' 41 w :d v~i `'� "-' w ROLL 178 FR 0 Q rJ co co LLI Z Z�" W z� La - o U Tp J F. N O o3 Un�Ell Y N ON _� m 3 5 le s> o a U fr 4C w IL U) o v a - A 3 W pF Z W Z" z d$ O�Q 3 �d WS w+ Z W �aLL zt� foil GgOp l.J Pda � S o �`�Q02I 4 SHEET: 3 OF: 32 . JOB NO.: 00716 DWG: PLAN1 SCANNED MAR 2 8 M III W Z W Z" z -2 O�Q 3 W 0 J WS w+ Z W d o O0 24c aC DO LL O 0 Z Z< zz c z 4c Q z O_ J 1° 1— z °v ~ W Q CL m UZ �O W Z SHEET: 3 OF: 32 . JOB NO.: 00716 DWG: PLAN1 SCANNED MAR 2 8 M III I 6 "CC W' c 4 CC q X', U 3 °- U (;J I rn cf i J w J •--I U J a M ,rj aW N 'p e I 00 N N Nri I{O + M :I n� 0 W nl.y nQ w in W W (TI I- + II 7 I of CENTER: a/ J 15.36' RT ! ¢Iw fnZ m r °r° •• IP T, ��� "�,• �L 12 UUUaa v UUUUU 12 ?2 S O CONTRACTOR SHALL INSTALL PERMANENT CONCRETE PLUG IN UPSTREAM Al 314 `4 I ' - -- ALU O END OF EXISTING STORM DRAIN PIPE. CAU CONTRACTOR TO USE "ETHAFOAM" -- w (, � w U in 2 TO COORDINATE. r l I I ,5 N I 6 "CC W' c 4 CC q X', U 3 °- U (;J I rn cf i J w J l co L J W. J of ^ca} Ln 04 G I z N Nri I{O + d .II- d- w �i 3 W nl.y nQ w in W W (TI I- Iw n z z w m !Y U fn U II I- ? (n �' W I 216.67 CENTER: a/ J 15.36' RT 217.08 1� cam` - -- - -� - - -- - °r° •• IP T, ��� "�,• NEW CATCH BASIN. w W z z,n > > > o_a,Lm � a c c I N I I ! 1 aD ((j) + e 0 0. 0 0 n + G o c Q J N N N N Q;� x L.J n n n n w w w w u: i cr 230 225 220 215 210 205 -S - -1 - -- - -- - - 6� 4 � _ 6 "STIP G _ 11 1 cr c o S a I N O w r_ Q + i w II N I N IN 'c UJ X Lj v; , 12" Ct W 5 +00 S- -- G NE CORNER OF '- 7TH ST & ABERDEEN AVE NE POINT OFFSET W z U 3 °- U (;J I rn cf i J w J l co L J W. J of ^ca} Ln 04 rn to a _jN r7 W c0 II ` N U + + a+ N c; rn II rn N Nri I{O + d .II- d- w JN d p �JN W W nl.y nQ w in W W (TI I- Iw n z z w m !Y U fn U II I- ? (n �' W I 216.67 CENTER: a/ J 15.36' RT 217.08 -S - -1 - -- - -- - - 6� 4 � _ 6 "STIP G _ 11 1 cr c o S a I N O w r_ Q + i w II N I N IN 'c UJ X Lj v; , 12" Ct W 5 +00 S- -- G NE CORNER OF '- 7TH ST & ABERDEEN AVE NE POINT OFFSET ELEV. . -. - DESCRIPTION 20' (FOC) �1 N BEGIN = cv (n ,n C N � R= 26.52 PC 4 +30.40 37.36' RT 214.49 0= 78' 09'38" 1/2 A 4 +39.06 21.87' RT 214.90 L= 36.18 PT 4 +55.59 15.31' RT 216.67 CENTER: END 4 +71.34 15.36' RT 217.08 4 +56.55, 41.82' RT NOS East1 Into 40. 95 10; NE 7TH STREET a U U U U U L U Ic z I z;n I Coe ND I 10 NIM 7 O m �' OJ N� SI W aJ � N_ _ uJO Nr] 0 II 00 s+ II D� m c. �m II o d (+D J N t` C,- cV N U Q �' W N W _ ZQ II n a X Q g 1 II Q z II m H W X ,- W W X F W (/7 w UN m- w vn w `r'I� W N � 4 G . 1 - - - �' -a -I i 20' 10' 0 20' 40' �1 N EB 'CC r -T -! D ® W = cv (n ,n C N � N Ln CIO ((n '0 0" 'I- �+ II �� C+ J N N d- w FI BASIN, OR STORM DRAIN MANHOLE. CONTRACTOR SHALL CONNECT EXISTING DRAINAGE PIPE TO NEW STORM 6 I I 4 W 6 +00 W w~ rw� win W ,2w v (~it DRAIN PIPE WITH FERNCO ADAPTER. t2" PVC I CENTER: 5 o W r O3 CONTRACTOR SHALL CUT AND CONNECT EXISTING STORM DRAIN PIPE TO - - - -- - -- - -� - - -- - °r° . 1 - - - �' -a -I - -1- I m T- - - - -,- °_ ;� � w� a� `° J ROADWAY &STORM DRAINAGE NOTES �1 CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING INLET, CATCH EB 'CC r -T -! D ® W = cv (n ,n C N � N Ln CIO ((n '0 0" 'I- �+ II �� C+ J N N d- w O2 BASIN, OR STORM DRAIN MANHOLE. CONTRACTOR SHALL CONNECT EXISTING DRAINAGE PIPE TO NEW STORM 6 I I 4 W 6 +00 W w~ rw� win 7 +00 W � � f ,2w v (~it DRAIN PIPE WITH FERNCO ADAPTER. t2" PVC I CENTER: 5 o 8 0 ♦ O3 CONTRACTOR SHALL CUT AND CONNECT EXISTING STORM DRAIN PIPE TO - - - -- - -- - -� - - -- - °r° �. -S -- - -- I - S- - -� J NEW CATCH BASIN. 12 UUUaa v UUUUU 12 ?2 S O CONTRACTOR SHALL INSTALL PERMANENT CONCRETE PLUG IN UPSTREAM 6" STIP G G _ G G 4;1 G S I IP G ? 12 a O END OF EXISTING STORM DRAIN PIPE. CAU CONTRACTOR TO USE "ETHAFOAM" F -- w (, � w U in �NNNN O N TO COORDINATE. r l I I 2884 0S N N00 00 = Nc'i(D N! ,n O� O d-n - PAD¶AS SEPARATION BETWEEN UTILITIES. + -1.- ()O M(DNOO Ljp I NN O d�O Npp OO C3 Ul0 i ,n O CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING STORM DRAIN PIPE. OIX 12 In 70 CONTRACTOR SHALL ABANDON STORM CATCH BASIN OR MANHOLE IN PACE. 18 a' f g / ® CONTRACTOR SHALL POTHOLE TO VERIFY DEPTH AND LOCATION OF EXISn..- 18 13 t8 13 18 I i 13 18 13 WATER LINE. IF THE WATER LINE CONFLICTS WITH THE INSTALLATION OF 9 e� I ?► / THE CATCH BASIN, THE WATER LINE SHALL BE RELOCATED PER THE CITY s'�` SPECIFICATIONS. SE CORNER OF NE 7TH ST & ABERDEEN AVE NE CONTRACTOR SHALL REMOVE, PROTECT, AND RELOCATE EXISTING U LANDSCAPING, BLOCK WALL, AND /OR ROCKERY. COORDINATE WITH POINT z z a a " I- H W �� J wa _ ;� � w� a� `° J � 'n of PROPERTY OWNERS. I4 +00 BEGIN 4 +43.46 = cv (n ,n C N N 00 C LU 1-i r N Ln CIO ((n '0 0" 'I- �+ II �� C+ J N N d- w !Y r` II .- Q+ J N d' w a, 0 II - + J N 0 d' F: I- �Q II II iu�Q 11 cn¢ 2 z II Q w~ rw� win �w win ,2w v (~it OIX 12 In 70 CONTRACTOR SHALL ABANDON STORM CATCH BASIN OR MANHOLE IN PACE. 18 a' f g / ® CONTRACTOR SHALL POTHOLE TO VERIFY DEPTH AND LOCATION OF EXISn..- 18 13 t8 13 18 I i 13 18 13 WATER LINE. IF THE WATER LINE CONFLICTS WITH THE INSTALLATION OF 9 e� I ?► / THE CATCH BASIN, THE WATER LINE SHALL BE RELOCATED PER THE CITY s'�` SPECIFICATIONS. SE CORNER OF NE 7TH ST & ABERDEEN AVE NE CONTRACTOR SHALL REMOVE, PROTECT, AND RELOCATE EXISTING U LANDSCAPING, BLOCK WALL, AND /OR ROCKERY. COORDINATE WITH POINT OFFSET ELEV. DESCRIPTION \ N W N04 (VN (FOC) PROPERTY OWNERS. I4 +00 BEGIN 4 +43.46 49.48' RT 213.84 R= 25.00 PC 4 +42.76 44.53' RT 213.86 0= 98' 06'53" 1/2 0 4 +48.62 24.62' RT 215.27 L= 42.81 PT 4 +67.51 16.00' RT 216.94 CENTER: END 06 Z(n?w NY 14+67.51, 41.00' RT U !n 12 CONTRACTOR SHALL FURNISH AND INSTALL CEMENT CONCRETE APPROACH. SEE DETAIL SHEETS 24 & 27. CB NO.: 93 3 SAWCUT XI Y OT ED IN w x z THE FIELD BY THE ENGINEER. WASTEHAUL EX STGPAVEMENT AND a ¢ REPLACE DRIVEWAY IN KIND. _ ( 6 "W 14 CONTRACTOR SHALL NEAT LINE SAWCUT EXISTING SIDEWALK AND /OR CURB, z 2'I0 230 245 230 Ex!sTIPJU GR�u�lo - ` ELEVATION RE A CONCRETE. CONTRACTOR TA W w , '`' • • - - - - - - - - - - -:0- - - - \ CEMENT CONCRETE VERTICAL CURB AND REPLACE SIDEWALK IN KIND. N EXISTING GROUND Z Q ELEVATION / �� \� ;.( ` \ \��` /_ 15 CONTRACTOR SHALL PROTECT EXISTING HYDRANT, SIGN, WALL, FENCE, m Q \ /�� /, /�� AND /OR LANDSCAPING DURING CONSTRUCTION. �a n �. CB NO. 98 ! \ / /� /\ 225 240 32. LF :- 12" CPEP :ST.ORM PIPE 240 16 VACANT. S= 0.020 -- �t 205 ... _1.5 LF., - 1.2" .CPEP STORM PIPE: / /j /i \\ - _ _ S =0.093 / /�\ '\ r� \� /\ Ogg : 17 CONTRACTOR SHALL REMOVE, PROTECT, AND REINSTALL EXISTING FENCE. _ f��/ / :. E `+'0 - CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING SIDEWALK, 0 p8 /�\ p(tM Ptp : 18 PAVEMENT, AND /OR CURB. 2?0- 235 Sl 19 _ 235 CONTRACTOR SHALL FURNISH AND INSTALL CEMENT CONCRETE TRANSITION WATER SECTION WITH CEMENT CONCRETE CURB END SECTIONS. SEE DETAIL SHEET Jan . ;1 F -� \ 1$0 / /� \\ N08 = ^ 27. / / \\ U (;Oiv N'TcACTOR SHALL REMOVE, PROTECT, AND RELOCATE EXISTING SIGN. WATER / � J�� / I ��� 215 23A-- �j \ /�� /� : p�� 230 21 CONTRACTOR SHALL FURNISH AND INSTALL PLASTIC STOP BAR ANU /OR CROSSWALK MARKINGS ... d k10FtM ptP l j ; gC I 40 LF - 24" CPEP STORM PIPE S =0:044 ! 200 w it r., \ N W N04 (VN 195 � o 0 PROPERTY OWNERS. I4 +00 F- Z n 5 +00 ;n r 10 CONTRACTOR SHALL NEAT LINE SAWCUT EXISTING SIDEWALK AND /OR CURB, ;n . � ?" - ZW 0 AND REMOVE AND WASTEHAUL CONCRETE. CONTRACTOR TO INSTALL ZW W o ` ci 06 Z(n?w NY ZN3W W pp CEMENT CONCRETE ROLLED CURB AND REPLACE SIDEWALK IN KIND. rn °r° `� + co J N + I 0000 v;o I c UUu O UUUaa v UUUUU 11 CONTRACTOR SHALL ADJUST EXISTING CITY -OWNED MANHOLE, CATCH BASIN, z �+ z w it m N Q J Wa- s a s s ?c N J NNNN�N W VALVE BOX, CLEANOUT, MONUMENT CASE FRAME TO GRADE. UTILITY COMP - ANY TO ADJUST GAS VALVES AND /OR TELEPHONE MANHOLES. CONTRACTOR m F -- w (, � w U in �NNNN O N TO COORDINATE. U !n 12 CONTRACTOR SHALL FURNISH AND INSTALL CEMENT CONCRETE APPROACH. SEE DETAIL SHEETS 24 & 27. CB NO.: 93 3 SAWCUT XI Y OT ED IN w x z THE FIELD BY THE ENGINEER. WASTEHAUL EX STGPAVEMENT AND a ¢ REPLACE DRIVEWAY IN KIND. _ ( 6 "W 14 CONTRACTOR SHALL NEAT LINE SAWCUT EXISTING SIDEWALK AND /OR CURB, z 2'I0 230 245 230 Ex!sTIPJU GR�u�lo - ` ELEVATION RE A CONCRETE. CONTRACTOR TA W w , '`' • • - - - - - - - - - - -:0- - - - \ CEMENT CONCRETE VERTICAL CURB AND REPLACE SIDEWALK IN KIND. N EXISTING GROUND Z Q ELEVATION / �� \� ;.( ` \ \��` /_ 15 CONTRACTOR SHALL PROTECT EXISTING HYDRANT, SIGN, WALL, FENCE, m Q \ /�� /, /�� AND /OR LANDSCAPING DURING CONSTRUCTION. �a n �. CB NO. 98 ! \ / /� /\ 225 240 32. LF :- 12" CPEP :ST.ORM PIPE 240 16 VACANT. S= 0.020 -- �t 205 ... _1.5 LF., - 1.2" .CPEP STORM PIPE: / /j /i \\ - _ _ S =0.093 / /�\ '\ r� \� /\ Ogg : 17 CONTRACTOR SHALL REMOVE, PROTECT, AND REINSTALL EXISTING FENCE. _ f��/ / :. E `+'0 - CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING SIDEWALK, 0 p8 /�\ p(tM Ptp : 18 PAVEMENT, AND /OR CURB. 2?0- 235 Sl 19 _ 235 CONTRACTOR SHALL FURNISH AND INSTALL CEMENT CONCRETE TRANSITION WATER SECTION WITH CEMENT CONCRETE CURB END SECTIONS. SEE DETAIL SHEET Jan . ;1 F -� \ 1$0 / /� \\ N08 = ^ 27. / / \\ U (;Oiv N'TcACTOR SHALL REMOVE, PROTECT, AND RELOCATE EXISTING SIGN. WATER / � J�� / I ��� 215 23A-- �j \ /�� /� : p�� 230 21 CONTRACTOR SHALL FURNISH AND INSTALL PLASTIC STOP BAR ANU /OR CROSSWALK MARKINGS ... d k10FtM ptP l j ; gC I 40 LF - 24" CPEP STORM PIPE S =0:044 ! 200 SP r., \ N W N04 (VN 195 � o 0 .11 I4 +00 Y a 5 +00 CONTRACTOR SHALL CONNECT SANITARY SIDE SEWER TO EXISTING TRUNK r = 20/ . � ?" �U ZW 0 X 3(n(n W p ZW �W Zin s I Z(n?w NY ZN3W W pp WWW oD W W uc U U v Zw UUU >>> wda I 0000 v;o I c UUu O UUUaa v UUUUU W a-5-a v UUU U as UU GRADE F- N , 7 J -.-r- Y N Q J Wa- s a s s ?c N J NNNN�N W �e e U N NNN N W 14- It (pNN 215 ONN I c ! I I I! p N N j l p0. co �NNNN O N I I I I I N r l I I 2884 0S N N00 00 = Nc'i(D N! ,n O� O d-n - m 0 OO ap r-j n (DN. - r:OM ()O M(DNOO Ljp I NN O d�O Npp OO C3 Ul0 i ,n a, ��}' I 'D (n LO + N 000 (n + I N N cc O OO U+ II u7 (n �['� G O!(nN OOOO + II mNAmND (O 0n 00000 + II 00 O 00 + II NN + t {7�C00 J NNN d- JN NN � JN N N d- JN NNN bpd- pd' W NNN N mod- W NN u~i a x w 11 II II iI (1 Q x y w w w w ,,, (�; , w 11 I! it u~i ¢ X I° r'✓ W W W w in s 11 11 it N Q >c of w W W w V) W it II II II Z j Q m01- E W W W W U 1 cn (JNNNNN II II II II II Z Q ml- R W W W W W U (n II II II II Z a mH Fr W W W W U in 11 11 W W 51WR 2) -asvle e � " ROLL '178 Spit 22 CONTRACTOR SHALL FURNISH AND INSTALL CURB RAMP 'ALTERNATE' PER O ' CITY OF RENTON STANDARD PLAN NO. 005.1 210 ✓�Q� .Sw�R 225 23 BARK MULCH. SHALL FURNISH AND INSTALL 4- INCHES COMPACTED DEPTH s SCANNED MAR 2 8 0 w tO of cn ~ N Go L Ld Z (n N z ¢W M W Z o w1i4 U � W Z zz J< c7 lz 0 W w3 O Ld N • / i PvG SP 24 CONTRACTOR SHALL FURNISH AND INSTALL ASPHALT CONCRETE TRANSITION SECTION WITH CEMENT CONCRETE CURB END SECTIONS. .11 Y 220 CONTRACTOR SHALL CONNECT SANITARY SIDE SEWER TO EXISTING TRUNK 205 = 20/ . � PER CITY SPECIFICA1ONS. Q 26 REMOVE SANITARY SIDE SEWER MANHOLE EXISTING GROUND_ ® O OF ITH STREET N.E. w = 27 LOCATION OF EXISTING DRAIN APPROXIMATE. CONTRACTOR SHALL POTHOLE vi o GRADE a TO VERIFY LOCATION. 200 /_FINISHED 215 FLOWLINE RIGHT F-� 215 33 o 0 a a, 2884 0S clil JN NN nLo Nom! N N N 195: 240 210 ORIGINAL SIGNATURES ON DESIGN PLANS 6 +00 7 +00 8 +00 Q o W 3r z CB -92A, TYPE 2 -48" w FRAME AND GRATE RECOMMENDED FOR APPROVAL it (L v STA. 7 +78, 15' RT By: Gary Schtmek Date: 8/30/01 U > n>. RIM EL = 242.3 t Rnnni ( S}rnkn Date ^ /.+o�q1 04 N N N 24" E = 237.50 B Date: - W O N N x '- `- 24" W = 236.50 BY- Date: I 1 1 M O I I �o N ��� = s�_; Nr7 r` r 0 1" 2" 0+ II NNN Cn + II CO N �� U(D z d W NNN n 1-2 W II II II 1-Q W NN � II a TWO INCHES AT FULL SCALE. IF NOT, SCALE ACCORDINGLY U N w w W ,x� w w s SCANNED MAR 2 8 0 w tO of cn ~ N Go L Ld Z (n N z ¢W M W Z o w1i4 U � W Z zz J< c7 lz 0 W w3 O Ld N r7NI� 00 in r U m sn U <� O -N En S N O W N fn W Q Of N4 N O � mm� a m N �GSON � Z m 0 <a NJR a =w (d1S - � U � 02, om� M �GtON < o ri A� NZOx Q W W O aim d1r1S - - aY� Row o¢a W Iz z O {N Z Q 7 0 0a W O WO IFS Oat W; Z oC d u. O C) d 0 a �o LL _, z z Iq O az z Z0 � Z ° 5~ a V 0 U) � z ti 0 Y W z SHEET: 4 OF: 32 JOB NO.: 00716 DWG: PAN2 2003 C .11 Y N II 6 . � r Q W O < w a o vi o 0 a F-� 33 o 0 a a, r7NI� 00 in r U m sn U <� O -N En S N O W N fn W Q Of N4 N O � mm� a m N �GSON � Z m 0 <a NJR a =w (d1S - � U � 02, om� M �GtON < o ri A� NZOx Q W W O aim d1r1S - - aY� Row o¢a W Iz z O {N Z Q 7 0 0a W O WO IFS Oat W; Z oC d u. O C) d 0 a �o LL _, z z Iq O az z Z0 � Z ° 5~ a V 0 U) � z ti 0 Y W z SHEET: 4 OF: 32 JOB NO.: 00716 DWG: PAN2 2003 C 265 260 255 250 245 235 230 W W w w U r wJ ro I LO I'M Cq N 0)+ II N Z 00 w II mr �Idi U in m _ uC 7T STREET 20' 10' 0 20' 40' cn In w o a a U W U i U r- t- u �I♦- U U r H J I _ �- I _ r' F- YI w_ r � nfl J C4 M n i z 0: N N m t� W N aD a0 OD N p � < of ce Q ;�� �O OI N M o � u+ � � II � am (K) II r- � a0 + III Cr ° n o Q + I i! ao + II co ^'� WZ wC', Z IJNI F w c-a -Iuj Z wN XiQ XF a 7/m�1 II II C mta- II I X� � !! X� �w It m~ �w w in Ld0 E_ �' QU VI I UN :YW w+n w w(n Ucn �- I�\ �la ' / � 1 0.5 I� /�� l 0 D W W ROADWAY & STORM DRAINAGE NOTES 4^ t' .''e, -N O1 CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING INLET, CATCH DNS BASIN, OR STORM DRAIN MANHOLE. a- ® a s 5 4 O2 CONTRACTOR SHALL CONNECT EXISTING DRAINAGE PIPE TO NEW STORM ur� DRAIN PIPE WITH RNCO ADAPTER. 6 W W W — w 6 W W 6" O3 CONTRACTOR SHALL CUT AND CONNECT EXISTING STORM DRAIN PIPE TO W 6 — 9 +0 W 10 +00 ` ^. 6 11 +00 4 0 5 12 04 — NEW CATCH BASIN. W - - -- 5 0 - - - - - __ _ _ 4O CONTRACTOR SHALL INSTALL PERMANENT CONCRETE PLUG IN UPSTREAM S S — S _ END OF EXISTING STORM DRAIN PIPE. S -_ 12 12 i 2 5 � 12 12 PVC S_ 5 12 3 0 6" STIP 12 S 6" STIP G G G G �5 CAUTION: POTENTIAL UTILITY CONFLICT. CONTRACTOR TO USE "ETHAFOAM" �� -S G PAD AS SEPARATION BETWEEN UTILITIES. CIS 12 G , G - -- G 6O CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING STORM DRAIN PIPE. L CONTRACTOR SHALL ABANDON STORM CATCH BASIN OR MANHOLE IN PLACE. EB CONTRACTOR SHALL POTHOLE TO VERIFY DEPTH AND LOCATION OF EXISTING It n F WATER LINE. IF THE WATER LINE CONFLICTS WITH THE INSTALLATI_N 0 9 9 THE CATCH BASIN, THE WATER LINE SHALL BE RELOCATED PER THE CITY —Z J u — _ ' °F 9 18 13 18 9 13 T8+ 15 9 18 :1:3 9 18 = - 13 9 �� 13 18 % 13 SPECIFICATIONS. 9 �y a:18 ry� 17 23 z �� �,,. O9 CONTRACTOR SHALL REMOVE, PROTECT, AND RELOCATE EXISTING ry� ^ yfy 0 ��� J Q LANDSCAPING, BLOCK WALL, AND /OR ROCKERY. COORDINATE WITH 1- t- PROPERTY OWNERS. !!= gs L > t ,j 010 m �ryry 10 CONTRACTOR SHALL NEAT LINE SAWCUT EXISTING SIDEWALK AND /OR CURB, G PCNp� o CB -90A z - � I i° N N AND REMOVE AND WASTEHAUL CONCRETE. CONTRACTOR TO INSTAL C• LO in � � o � = CEMENT CONCRETE ROLLED CURB AND REPLACE SIDEWALK IN KIND. = TYPE 2 48" w w N ^ 00 � M a°, -d STA. 10 +04, 15' RT a o+ II 00 0+ V) + 00 + 11 CONTRACTOR SHALL ADJUST EXISTING CITY -OWNED MANHOLE, CATCH BASIN, + ((7 + N Z .- t- Z VALVE BOX, CLEANOUT, MONUMENT CASE FRAME TO GRADE. UTILITY COMP- p ao r L ¢ I ¢ L d ¢ ANY TO ADJUST GAS VALVES AND /OR TELEPHONE MANHOLES. CONTRACTOR z Q X r W N - m (n w Lo 0 TO COORDINATE. °UO v~i (n 12 CONTRACTOR SHALL FURNISH AND INSTALL CEMENT CONCRETE APPROACH. SEE DETAIL SHEETS 24 & 27. CB NG. 85 SAWCUT CB N0. 88: ( z O THE FIELD XBY THE DENGINEER� WASTEHAUL EXSTINGOPAVEMENTJANDED IN 6 WATER ::.' GB N0. 89-� 6,,. 51 LF, - 12 CPEP 6 "WATER WATER STORM. PIPE S =0.035 r 6„ Q.I o 6 "GAS . CURB, I 6 GaS 0 280 14 CONTRACTOR SHALL INEAT LINE SAWCUT EXISTING SIDEWALK AND/OR C B 000 270 GAS WATER a + 27 �. AND REMOVE AND WASTEHAUL CONCRETE. E CONTRACTOR TO INSTALL KIND. -:2 - _ CEMENT CONCRETE VERTICAL CURB AND REPLACE PLACE SIDEWALK N K D. CONTRACTOR SHALL PROTECT EXISTING HYDRANT, SIGN, WALL, FENCE, CB NO. 91 Q NEW 12 24 "1 I N 32 LF. " CPEP _ LANDSCAPING DURING CONSTRUCTION. STORM PIP 0.020 AND /OR > t 2' SS 25 L.F. 12" CPEP STORM ) . / /..f %i. / /� /�\ O6 VACANT. 32 L.. - 12 CPEP- =0,010 i. / 17 CONTRACTOR SHALL REMOVE, PROTECT, AND REINSTALL EXISTING FENCE. ST'iRM PIPE S= 0.020 STORM PIES / // AND WASTEHAUL EXISTING SIDEWALK, PAVE A . �4� . 18 CONTRACTOR SHALL REMOVE LK 187 LF, - 255 - /.. PIPE S= Q309 270 EXISTING GROUND EXISTING GROUND / - - T . SEE DETAIL SHEET / ,�~ :CPEP - STORM - C PAVEMENT, R S L C RN T CE ELEVATION ELEVAT40N S 002 O SECTIONCWITH CEMENTUCONCRETE CURB ECTIONS1 CONCRETE _ 27. _ \ SS- 6 "P�T� opp66 K 20 CONTRACTOR SHALL REMOVE, PROTECT, AND RELOCATE EXISTING SIGN. FOUND IE 253.5 . % g2 LF .p.vt /' , ; :: fARY SE�� 265 21 / LOWERED TO ORM ' ✓ j - - _EX.•. SACii CROSSWALKRMARKINGS. KNISH AND INSTALL PLASTIC STOP BAR AND/OR CONTRACTOR SHALL FURNISH AND INSTALL CURB RAMP 'ALTERNATE' PER 0 _ CITY OF RENTON STANDARD PLAN N0. 005.1 ,091$. , / SS 260 23 CONTRACTOR SHALL FURNISH AND INSTALL 4- INCHES COMPACTED DEPTH BARK MULCH. \` \p elf \P EL: LINK CONTRACTOR SHALL FURNISH AND INSTAL ASPHALT CONCRETE TRANSITION `i F• �- / ✓ \\ ' N��A S3 SECTION WITH CEMENT CONCRETE CURB END SECTIONS. \ ✓.: S /// _ F• 2 £ SP 6 "PVC y c� SS SS EL UNK - 25 CONTRACTOR SHALL CONNECT SANITARY SIDE SEWER TO EXISTING TRUNK - / 1 _ 6'PVC 6 "PVC 255 PER CITY SPECIFICATIONS. 1r APPX. ' / �;�� EL UNK 26 REMOVE SANITARY SIDE SEWER MANHOLE �!1 _ �! EXISTING GROUND ® 2 � O SS OF 7TH 'STREET N.E. 27 LOCATION OF EXISTING DRAIN APPROXIMATE. CONTRACTOR SHALL POTHOLE 6 "PVC FINISHED GRADE TO VERIFY LOCATION. FLOW EL UNK LINE RIGHT 250 SS co 6 "PVC DD APPX 1 . N n 0qb4?88406 _ � / �nC� -n Y, co N. I. N : r, N cv: N - N. N c�1 N N N5 245 e +00 - +00 10+ 11 +00 12 +00 3 w Q 3 Z w d 3 z w ORIGINAL SIGNATURES ON DESIGN PLANS CB -90, TYPE 2 (48" DIA.) c� Q_ $ 0 w w w o w w w STA. 8 +94, 15 RT w w 3: (_� a n. 0- o0 0- a 0- RECOMMENDED FOR APPROVAL a s >> ao U U U v U U U Gary Schtmek D ®. 8/30/01 RIM EL = 249 50 U > > CB -90A, TYPE 2 (48" DIA.) d� By: _ U U Ronald Straka D } 8 /30 /C1 a to 00 O N N E El Ld Z A N w 0 La z_ m 0 z z Z JO ir ZO w3 0 W N Y N 11 it m 3 6 7 7: >- x' °w 0 Q U S a p fn U Q ON �ma _ NOx Z�° ova 0 m�e Bm� y 3C! �w W zw O¢a W z z 6J 11- 0 z _ > W a� o O WA W+ 3- 0 d a r Wz W 00 2 a c °o IL Im Z a w ® Z� Z0 a ~ � IL V00 _� tB U Z ~ F Y ~ U W Z z FRAME AND GRATE N F- i� d N F- IN * By: Bob Mahn a e: 8/30/ i t 24" E IE = 250.00 � 24" W IE = 249.50 N v STA. 10 +04, 15' RT N i N N i N By: Date, SHEET 5 o w w azzw w o RIM EL = 266.2± _ Br 12" N IE = 249.50 „) V I I I 24" E IE = 260.60 n o 0 0! i! '`� N n N �- s- o °' � r C1i ro 24" W IE = 260.10 r; aIOO co v; ari N ro ° Ld M � I: 066 � 0 1" 2" OF: 32 N • of to r, II C� �i q N cp <o tD cn N d• (n + t �f) T N N N (/1 {' II co (0 10 ± N N N ,NNN 07 JNN J JNNN 1 w zz w II II II w °z w II II II TWO INCHES AT FULL SCALE. JOB NO.: 00716 II II I o u II II II s 5 m 4i tri w x¢ m Ia la1 w IF NOT, SCALE ACCORDINGLY p uj Ili C/) 0 w Um W___ wtn Ewww U� m__- DWG: LAN3 SCANNED MAR 2 8 2003 � v ROLL 178 F R 0 p 7 III POINT OFFSET EL EV. DESCRIPTION 19 00 - - 0 of = n r %_ O I I to m a co N � :2 0 04 04 p op w 00 n * 00 cn r2 M !� I h1 ro J N 0 '- I QO 0 F: '- '" !n a a I d L/' a ° 1- m m F x - w 0 L) t~n I � 0 ut w u) o: AND REMOVE AND WASTEHAUL CONCRETE. CONTRACTOR TO INSTALL CEMENT CONCRETE ROLLED CURB AND REPLACE SIDEWALK IN KIND. 11 CONTRACTOR SHALL ADJUST EXISTING CITY -OWNED MANHOLE, CATCH BASIN, VALVE BOX, CLEANOUT, MONUMENT CASE FRAME TO GRADE. UTILITY COMP - ANY TO ADJUST GAS VALVES AND /OR TELEPHONE MANHOLES. CONTRACTOR TO COORDINATE. w V) 278.90 279.00 R= 25.00 A= 81' 42'17" L= 35.65 PT 13 +30.18 END 13 +31.62 37.39' RT 47.29' RT 20' 10' 0 20' 40' x N 12 CONTRACTOR SHALL FURNISH AND INSTALL CEMENT CONCRETE APPROACH. SEE DETAIL SHEETS 24 & 27. :.J c� co u. L> N W b - W m`ci c� Y _ w �-'-- _ moo^„ Z V U a Z Y SE CORNER OF NE 7TH ST & DAYTON AVE NE iY Z _ N I N ;^' ii ,. z �' ' F- w N m - I POINT OFFSET ELEV. DESCRIPTION dof��� + it v r II m + II r- da� r r! it r Cc + li oa N LL�1 FOC ` h I M o J ^ J NI rl a " i ' m n to II BEGIN 13 +57.42 49.55' RT 278.71 R= 25.00 w I w z W II I � il + ' PC 13 +56.70 44.60' RT 278.78 0= 98' 17'01" cn ! Q y' a s w I m m 4i F x a x $ c'; � 0" w p 1/2 A 13 +62.53 24.65' RT 279.62 L= 42.88 Fl\\ w :^ w un s` _ 11 I v y �, Q m _ w c^ I cr Id _ z m e w PT END 13 +81.44 16.00' RT 280.46 CENTER: 13 +81.44, 41.00' RT 20 r 4 1 I 10 / I 4 15 I i to -NE ZTM STREET D W �c 5 4 10! 5' F ROADWAY & STORM DRAINAGE NOTES -o_'z" !I o - - , - - - -, c 4 D __ - - D - _ - - _ I I NE 7TH STREET I -- - 1.�I �L W W O1 CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING INLET, CATCH BASIN, OR STORM DRAIN MANHOLE. 6 o r T - Q.= (- - _ .� - 12" z ' STORM + 00 W al �_ 6 - - r - �® - ¢ CC H O2 CONTRACTOR SHALL CONNECT EXISTING DRAINAGE PIPE TO NEW N P -2° P- vC--- - - - - -- NI 13 +0 N 5 i W _ D I -� w T - �� - r -' :. 9 - _ I T -c r-'rt - :V O3 DRAIN PIPE WITH FERNCO ADAPTER. CONTRACTOR SHALL CUT AND CONNECT EXISTING STORM DRAIN PIPE TO Q - S - _J2_PVC e 3 5 14 +00 8 1 �` W W NEW CATCH BASIN. F` " �' 6" S1lP _ - - -- - -�- - -w 8" O CONTRACTOR SHALL INSTALL PERMANENT CONCRETE PLUG IN UPSTREAM y 1 G 5 S -__ s.. _____ - - 12° PVC 5 +00 END OF EXISTING STORM DRAIN PIPE. LLB \ 5 -- -- 16 + O5 CAUTION: POTENTIAL UTILITY CONFLICT. CONTRACTOR TO USE "ETHAFOAM" Z D G 6" S71P 12 - _ ca PAD AS SEPARATION BETWEEN UTILITIES. � ® G 1� G 12 9 " !` �' O6 CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING STORM DRAIN PIPE. 17 18 v) G SriP G . CONTRACTOR SHALL ABANDON STORM CATCH BASIN OR MANHOLE IN PLACE 20 I N y ® CONTRACTOR SHALL POTHOLE TO VERIFY DEPTH AND LOCATION OF EXISTING a =v 22 _ 22 - �6' - _ - : -_ - - ?' �- Y : ` °' { '- W WATER LINE. IF THE WATER LINE CONFLICTS WITH THE INSTALLATION OF THE CATCH BASIN, THE WATER LINE SHALL BE RELOCATED PER THE CITY Z I 18 _ - `_ - _ = : L >' Z SPECIFICATIONS. .=': _ _ :. n . v ; LL w \z < J , \ N \ m o \7 wa `,; N 30 Q L ��, w as 07 F- �\ ` ¢ C, 0. x n+ II t 1 U4 \ Y +J O Ld I,�, o N ,� , a cn to I U to cr \. OD W '' , I Z w If 61i s VV A 0 vii 1' w CORNER OF NE 7TH ST & EDMONDS AVE NE POINT OFFSET ELEV. DESCRIPTION N U 19 a o x - w W rn N u - -J (FOC) IT MAY BE NECESSARY TO POINT OFFSET ELEV. DESCRIPTION INSTALL 24' DUCTILE IRON � O i[) BEGIN 58.93' RT 289.00 R= 25.00 PC 16 +33.46 16.00' RT 287.92 A= 70' 01'58" 1/2 A 16 +47.80 20.53' RT 288.27 L= 30.56 PT 16 +56.95 32.46' RT 288.62 CENTER: END 16 +63.71' 51.26' RT 288.70 16 +33.45, 41.00' RT SE CORNER OF NE 7TH ST & EDMONDS AVE NE POINT OFFSET ELEV. DESCRIPTION N U 19 a o x - w W rn N u - -J (FOC) IT MAY BE NECESSARY TO POINT OFFSET ELEV. DESCRIPTION INSTALL 24' DUCTILE IRON � O i[) BEGIN 17 +02.;15 58.93' RT 289.00 R= 25.00 PC 16 +99.04 49.54' RT 289.05 0= 109' 57'45' 1/2 A 17 +02.06 26.65' RT 289.59 L= 47.98 PT 17 +22.54 16.00' RT 290.12 CENTER: END _ Ld 17 +22.54, 41.00' R CB NO. 71 E 2 (48' DIA.) STA. 18 +90, 15 LT RIM EL = 292.80 s I 20' 10 0 20' 40' I Y ! Z Lr I 00 v <� rl LLj \ ilrf ° I - _ 10 NE 7TH STREET LE. = 287.05 - 12° 3c s ac 0 4 ti ";\ _ -- r r " a• - - - -t 10 - - - in ROADWAY & STORM DRAINAGE NOTES + 00 5 -_ - - 10 1 CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING INLET, CATCH - E - - °:- G `, i (_ ='�• W O BASIN, OR STORM DRAIN MANHOLE. 5 .�- __ W t �f -, i - , - _ - _ - v z 3 p - -�'. W �2 CONTRACTOR SHALL CONNECT EXISTING DRAINAGE PIPE TO NEW STORM Q 18 �, \ 7. U VC O 18 +00 t� - -W DRAIN PIPE WITH FERNCO ADAPTER. N 6., - -�-- -- - - -- I �l ,N nU p 3 CONTRACTOR SHALL CUT AND CONNECT EXISTING STORM DRAIN PIPE TO � - Q3, 5 it - f o 19 +00 :�i C O NEW CATCH BASIN. 1? U1 ` '�a - r-- G c" S iP 18 12 µ - -- -� - W v \ 4 G C- 1 4 + 0 CONTRACTOR SHALL INSTALL PERMANENT CONCRETE PLUG IN UPSTREAM Z \ 51, 0 5 �o i U �,--- 6" S f!P 12 j f - 3 ® END OF EXISTING STORM DRAIN PIPE. , u G G 12 , CAUTION: POTENTIAL UTILITY CONFLICT. CONTRACTOR TO USE 'ETHAFOAM" - - 1 11 Q PAD AS SEPARATION BETWEEN UTILITIES. 15 j 20 0 - zn `t ? 1.. / _� i �,. CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING STORM DRAIN PIPE_ EE NO 7 CONTRACTOR SHALL ABANDON STORM CATCH BASIN OR MANHOLE IN PLACE. t 4 / 17 17 ? - _ - " vs /� r� OV \� 8� , 1 _ I - W of EXISTING u^ t ��' f 17 Oi �, cs 8 CONTRACTOR SHALL POTHOLE TO VERIFY DEPTH AND LOCATION ,r �10 A 17 r _e 17 '- - f ' cs ' Z O WATER LINE. IF THE WATER LINE CONFLICTS WITH THE INSTALLATION OF \ 20 17 10 �� T - p ff _ t J THE CATCH BASIN, THE WATER LINE SHALL BE RELOCATED PER THE CITY CONTRACTOR TO INSTALL 9 / CONCRETE ENCASEMENT / a` 20t :� 13^ g.% 15 Z SPECIFICATIONS. AT SEWER CROSSING / \ `. `z \ 3 3 NOTE CONTRACTOR TO POTHOLE �� g z 19 I d a z i z EXISTING UTILITIES TO VERIFY I Ir` ' I f V 9O CONTRACTOR SHALL REMOVE, PROTECT, AND RELOCATE EXISTING 1 " EXACT LOCATION AND DEPTH SW CORNER OF NE 7TH ST & FERNDALE CT I " �� F. LANDSCAPING, BLOCK WALL., AND /OR ROCKERY. COORDINATE WITH - ` P TY OWNERS . 1i. 3- - (.,ti /L . - LM la l.:l'7ANtaE - - -JL kL - )V7[1� r,rt a -ai.vw _ - yy I OG ED IIR 32 LF - 12 "_ P - z TO TYPE 2 CB z i - BY THE ENGINEER. WASTEHAUL EXISTING PAVEMENT AND C S__:_ _10 70 CB 78 w 5'' GAS { - REPLACE DRIVEWAY IN KIND. ¢ [ v s u t vR� 1i}" WATERI 71 CHANGE: TO TYPE 2 J 300 �. o v 290 - ' ^ _ 300 14 CONTRACTOR SHALL NEAT LINE SAWCUT EXISTING SIDEWALK AND /OR CURB, CB 7g 285 .;z '+ . _ z. 28s _. - AND REMOVE AND WASTEHAUL CONCRETE. CONTRACTOR TO INSTALL CH GE -DEEP r S L CEMENT CONCRETE VERTICAL CURB AND REPLACE SIDEWALK IN KIND. o _6" AGAS 15 CONTRACTOR SHALL PROTECT EXISTING HYDRANT, SIGN, WALL, FENCE, cv I 32 LF - 12' L S R PIP S= EX181ING 3ROUND ` 295 AND /OR LANDSCAPING DURING CONSTRUCTION. F E 5 -0.005 Fit r 295'tYa cR VA u�iv - - : t - _ =� � ��. � 16 VACANT. -t2 SS RAISED CONTRACTOR SHALL REMOVE, ROTE AND REINSTALL EXISTING FENCE i \f 17 VE PROTECT, A /'�1i / /.. /�:a /i�� /f \ /,, %f \. #i\f - e7/� f %>.f /rte/ f1 \ji, \�% \�� \. CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING SIDEWALK, \ /��� , p 29i� 1 { o I f� \ �r�\\ - A ' P VEMENT AND/OR CURB ALL FURNISH AND INSTALL CEMENT CONCRETE TRANSIl1IN! v _• SECT10NCW.TH CEMENT CONCRETE CURB END SECTIONS. SEE DETAIL SHEET 3 L F: 24 CPEP STORM PIPE S=Q! t0 - - CB -72 CHANGE ` B 27 E E 01X 0 LF. - 24 CPEP STORM PIPE S =0.011 c vrvttcl+c tvtc arts�� tcEiav tc AND RELOCATE EXISTING SIGN. .} :� N INVERT SE B L 17 _ 285 - - ! ------------ NtRACTOR SHALL FURNISH AND INSTALL PLASTIC STOP BAR AND/OR T ° -i _ / ®CO CURB RAMP ALTERNATE' PER i - - CITY OF RENTON STANDARD PLAN NO 0051 CROSSWALK ii c`�G S,4FJ7 ?ARY SEWER- - 280 t " Ex. _ _ 280 3 CONTRACTOR SHALL FL42NISH AND INSTALL 4UINCHES COMPACTED DEPTH �.. ins V i © BARK MULCH. z_ �S 24 LF - 24" CPEP STORM PIPE - S =0:089 42 LF - 24" CPEP STORM :PIPET S--0.01 0 J j 40 i1' - 24' CPEP STORM PIPE S =0:005 CONTRACTOR SHALL FURNISH AND INSTALL ASPHALT CONCRETE TRANSITION SECTION WTH CEMENT CONCRETE CURB END SECTIONS. 275 30 LF - 24" CPEP STORM PIPE 5 =0.00 - 275 ©5 CONTRACTOR SHALL CONNECT SANITARY SIDE SEWER TO EXISTING TRUNK { I PER CITY SPECIFICATONS_ Q 2 LF - 24" CPEP STORM PIPE S= =D:B39 0.015 /> XIS TING GROUND G REMOVE SANITARY SIDE SEWER MANHOLE OF 7TH STRE`7 N.E. I / FINISHED GRADE < ©7 LOCATION OF EXISTING DRAIN APPROXIMATE. CONTRACTOR SHALL POTHOLE 270 FLOWLINE RIGHT r f _ 270 I TO VERIFY LOCATION. v z : c ` !- N w N U 19 a o x - w W rn N u - -J �; u ~ '� z i u ° is r in IT MAY BE NECESSARY TO POINT OFFSET ELEV. DESCRIPTION INSTALL 24' DUCTILE IRON � O i[) I. t- ;_ - i� f - in n ; 0 z W f 0 222��� t0 CONTRACTOR SHALL NEAT LINE SAWCUT EXISTING SIDEWALK AND /OR CURB, AND REMOVE AND WASTEHAUL CONCRETE. CONTRACTOR TO INSTALL in o I M„ '^ a 00 m _ M U N .t rn ? rn z ;,� I i N ? { a (FOC) STORM PIPE ACROSS EDMONDS '- _ .- ,,; i_ I 19 ROLLED CURB AND REPLACE SIDEWALK IN KIND. t° Lr z _ Ld N I ¢ a rn o i N o AVENUE TO CLEAR EXISTING BEGIN R= 20.00 o rn = !� m n w " r Q CEMENT CONCRETE ao o ^ v �, c ' � ^ M to iv w of o ai rn o o w rn m N I N N y ^ ^ UTILITIES. PC 19 +66.32 16.00' RT 293.46 A= 90' 00'00" ^ v ` + iD + s r = c" 1� `< Z 11 CONTRACTOR SHALL ADJUST EXISTING CITY -OWNED MANHOLE, CATCH BASIN, + `;' j + ° ! ,; ^ ¢ ti ! + ^ ^ + I a m II ¢ + II + +! !! + m ¢ r'7 ^ N 1 'L C] i9+8u_46 2i_86' RT 293.65 L= 31.42 I n 00 0 m ! 0) I� o - ; N �/ VALVE BOX, CLEANOUT, MONUMENT CASE FRAME TO GRADE. UTILITY COMP - z ¢ N ^ 1 L z° tD z fD J tD z wti .- 6 - J N - I J w I! z ¢ { 1, z Q RT 293.84 CENTER: END Z m F-- Z _ F L x {` m i ANY TO ADJUST GAS VALVES AND /OR TELEPHONE MANHOLES. CONTRACTOR U En a I;n c 11 Xti-� w m U I m to U r Nt~n m� d'41 to WL7� W UN w 7I�` -_ UN 19 +86.32 4&.00' RT 293.90 19 +66 32, 36.00' RT U 7lv1 m :`' c, f E Li IL TO COORDINATE. 12 CONTRACTOR SHALL FURNISH AND INSTALL CEMENT CONCRETE APPROACH. 19 +00 :, 20+00 3twi7 SEE DETAIL SHEETS 24 & 27. . 1i. 3- - (.,ti /L . - LM la l.:l'7ANtaE - - -JL kL - )V7[1� r,rt a -ai.vw _ - yy I OG ED IIR 32 LF - 12 "_ P - z TO TYPE 2 CB z i - BY THE ENGINEER. WASTEHAUL EXISTING PAVEMENT AND C S__:_ _10 70 CB 78 w 5'' GAS { - REPLACE DRIVEWAY IN KIND. ¢ [ v s u t vR� 1i}" WATERI 71 CHANGE: TO TYPE 2 J 300 �. o v 290 - ' ^ _ 300 14 CONTRACTOR SHALL NEAT LINE SAWCUT EXISTING SIDEWALK AND /OR CURB, CB 7g 285 .;z '+ . _ z. 28s _. - AND REMOVE AND WASTEHAUL CONCRETE. CONTRACTOR TO INSTALL CH GE -DEEP r S L CEMENT CONCRETE VERTICAL CURB AND REPLACE SIDEWALK IN KIND. o _6" AGAS 15 CONTRACTOR SHALL PROTECT EXISTING HYDRANT, SIGN, WALL, FENCE, cv I 32 LF - 12' L S R PIP S= EX181ING 3ROUND ` 295 AND /OR LANDSCAPING DURING CONSTRUCTION. F E 5 -0.005 Fit r 295'tYa cR VA u�iv - - : t - _ =� � ��. � 16 VACANT. -t2 SS RAISED CONTRACTOR SHALL REMOVE, ROTE AND REINSTALL EXISTING FENCE i \f 17 VE PROTECT, A /'�1i / /.. /�:a /i�� /f \ /,, %f \. #i\f - e7/� f %>.f /rte/ f1 \ji, \�% \�� \. CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING SIDEWALK, \ /��� , p 29i� 1 { o I f� \ �r�\\ - A ' P VEMENT AND/OR CURB ALL FURNISH AND INSTALL CEMENT CONCRETE TRANSIl1IN! v _• SECT10NCW.TH CEMENT CONCRETE CURB END SECTIONS. SEE DETAIL SHEET 3 L F: 24 CPEP STORM PIPE S=Q! t0 - - CB -72 CHANGE ` B 27 E E 01X 0 LF. - 24 CPEP STORM PIPE S =0.011 c vrvttcl+c tvtc arts�� tcEiav tc AND RELOCATE EXISTING SIGN. .} :� N INVERT SE B L 17 _ 285 - - ! ------------ NtRACTOR SHALL FURNISH AND INSTALL PLASTIC STOP BAR AND/OR T ° -i _ / ®CO CURB RAMP ALTERNATE' PER i - - CITY OF RENTON STANDARD PLAN NO 0051 CROSSWALK ii c`�G S,4FJ7 ?ARY SEWER- - 280 t " Ex. _ _ 280 3 CONTRACTOR SHALL FL42NISH AND INSTALL 4UINCHES COMPACTED DEPTH �.. ins V i © BARK MULCH. z_ �S 24 LF - 24" CPEP STORM PIPE - S =0:089 42 LF - 24" CPEP STORM :PIPET S--0.01 0 J j 40 i1' - 24' CPEP STORM PIPE S =0:005 CONTRACTOR SHALL FURNISH AND INSTALL ASPHALT CONCRETE TRANSITION SECTION WTH CEMENT CONCRETE CURB END SECTIONS. 275 30 LF - 24" CPEP STORM PIPE 5 =0.00 - 275 ©5 CONTRACTOR SHALL CONNECT SANITARY SIDE SEWER TO EXISTING TRUNK { I PER CITY SPECIFICATONS_ Q 2 LF - 24" CPEP STORM PIPE S= =D:B39 0.015 /> XIS TING GROUND G REMOVE SANITARY SIDE SEWER MANHOLE OF 7TH STRE`7 N.E. I / FINISHED GRADE < ©7 LOCATION OF EXISTING DRAIN APPROXIMATE. CONTRACTOR SHALL POTHOLE 270 FLOWLINE RIGHT r f _ 270 I TO VERIFY LOCATION. ORIGINAL SIGNATURES ON DESIGN PLANS RECOMMENDED FOR APPROVAL �. Gary Schimek Date: 8/30/01 Ronald Straka pat - 8/30/01 0 O o °o! N N M CL UJ LU Z N N i�z Ix z Lu Z m �t o P Z z j U) �_ `pmi Ld a a i Tit Z 0 z F is fL Y 0a OF cat : Co'{ f[ tas I 3 1C u" a co cc W 13 a _ > a t° Lr z Ld UO V" ��N 0 cr z Y ~ � ~ M N j N - :'. N. N N 1 N i N.n; m L - ^` 265 265 _ 16 +00 1 17 +00 18 +00 19 +00 :, 20+00 3twi7 Q zw ¢ 3wtn ¢_ w z ¢ w3z ! i Q w3 coa°o as w w `�,.: n fl o a w w o CL w w w o o_ w a w Ld ° x o a a r 3n ww a n QoGo m 00 as U U u >> U $o as U U 30 v aaa U U U ip a U as U 00 v ��� ; » aa° a. cai0 'ho I m N 4- N N O NF a^ _ - c v N~ 2 - �� NN N~ d' - ��N NN.-- v NH _ it N d.N N.-- NF 2 = x x �d'N I- , 1 c - j NNE Nt- d' dN ONN NO� d-�Nynil 0) Ld o_in NN N I I �Ir, I Ncv -�ce w_ M 04 m I I w_ N °o 1 1 1 d' 1 I I a' to 113 ^ I I 1 04 pia. -.-cc { ,.,.j !! w� � to 1 1 ki w �N m DD F� ,� 0^0^^ N�� G r _ !! i 00 Nrn rn Q aD 00NN C-4 ID ED H OD 0 0)NNO Ntq tq to 1.-^ O mm Nm 0700 �^ OOOi (y) LO T - �:,� n 09 V �' O d-ca pj^ moo LO Lj 0,06 n ^M t� 00 II 00 00 v 1; <D t0 t17 ^ 00 II X07 ^ + 007n II CV N ^ N II 00 NM a0 00 ^ + d-d-c0 II 00 00 00 !!i i !i M M tD .f. ll 00 OD ..F tD www + - t0 N N �� + Ll r (n + t0 N N to N N N + ^ N N N 00 JNNN (f7 a, aD 00 N c C04 07 J N N fD .- -J ^ ww3z O� Z J w II II I rn JNNN w li l; ;! O- Z Q J w If II 0- Z J w II II II �� Z J w 11 it If O� z W nnn X _, If i! 11 O� z 1' w II If = Q m 1' W W Q I %� m H i W W a m H W l,.l ta.l Q m 7-- W W m Fa- 41 LJ tat t¢-- U) S I f✓ W G:J m U (n i Uj tal Q' U d'NNr Utn R'_ _ Li ;II I W .i7 til _ - Ll UN 0.'__ CJ to Fr UU) O_- •- U (n 2' -__ tJ Sw�o ROLL. 178 FR 0 0 9 ORIGINAL SIGNATURES ON DESIGN PLANS RECOMMENDED FOR APPROVAL �. Gary Schimek Date: 8/30/01 Ronald Straka pat - 8/30/01 0 O o °o! N N M CL UJ LU Z N N i�z Ix z Lu Z m �t o P Z z j U) �_ `pmi Ld a a i ;;i v n 00 cn M rn m n U Z °a OF O ILLI rn na C0 N S ¢Er m� r1' C4 r �mN -Cites 6 = N F 6 F [:1 � 7 o ova o`er mom °mom I yr � zi Is Q_ m °x �tr GW4F o tca z Tit Z 0 z F is fL Y 0a OF cat : Co'{ f[ tas I 3 1C u" a 1{I 00 O o W 13 a _ > a t° Lr z Ld UO V" =O 0 cr z Y ~ � ~ M tY Z n' 33 nn m L ;;i v n 00 cn M rn m n U Z °a OF O ILLI rn na C0 N S ¢Er m� r1' C4 r �mN -Cites 6 = N F 6 F [:1 � 7 o ova o`er mom °mom I yr � zi Is Q_ m °x �tr GW4F o tca z Tit Z 0 z F Z= a� 0 0a ju O 1-3 0 I d' IL 1C u" it 1{I 00 O o W OC EZ as Zm O a a%- o a Z Lr z UO V" =O z Y ~ � ~ M tY Z Bal- Mahn _ Date: 8 30 01 Br. _ SHEET. .✓ _Date: / /-f-Di I 7 0 1' 2' OR 32 TWO INCHES AT FULL SCALE. JOB NO.: 00716 IF NOT, SCALE ACCORDINGLY DWG. PLAN5 0 SCANNED MAR 2 8 2003 s Y 20' 10' 0 20' 40' w Ld V) z v Y SE CORNDER OF NE 7i S? & FERNDALE CT I rA 1 0 n LT UI n 0 In wU' Fr U-1 w U� I w U1 O rn BU's_ - SEE DETAIL SHEETS 24 do 27. :.........:... .. ...........c .........:...... =' 2111.. B 310 IN :.........:... .. CB N0.. 68 .... ............ :.........i--•---•- ?"-•--".. "66 ": :. ......... : : :..... ....... c:z 2111.: 6 --- - THE FIELD BY THE ENGNEER.�WASTLIiAUL EXISTING ?ATVEMENT�AN D ............. ..... .......... 1 1 1 .. ti'6 S: ' - - ... . c 3 DRIVEWAY IN KIND. : ,.. - - -- ---- . - -_ 1111. _1111..--••-=- ------ :...........-• 1111... 1111... .: ...- -•- - - - -- - ---- . B : 6 -mpg. :.. ......:......... �... 2111. :........ ¢ a WCUT EX1 " =" :::_ :_ :: REPLACE .iOO : .......... s 290 1 1 1 ... :.. �... FY = �.-.o- 1� lfQ :63 - .. _ _ : 14 AND REMOVE AND WASTEHAULE CONCRETE CONTRACTOR TO NSTOR CUR .. 1111 .�� ......:.........:.... = :. ..... .... .1.1.1.1..._.. .1.1.1.1.... �.I .....Iyt.... °-.-- 111__1 :.b.... ...... ................ .............:................ ..._.......................-•-- �} t : CEMENT CONCRETE VERTICAL CURB AND REPLACE SIDEWALK IN KIND. : :�........ :........:....... .. :.._.. :'.. :._.....__ :......._ " : :: : 2222:.: ....... ....... ' :� :rr.. Q :. .._. t- =1•?'•SATER- _ 11;11 . EXIST# LR�aJN1? 2111. ?�. = :. _ .. �' - . _ , :............ ' j = ::. 4w Q ... 32 - :� -12'- CPEI? • -RIPE : ......... . ... .. , SIGN, WALL. F-N E, Lit}`: WTrh :: ...........:::: i tEV�t� 1N .. = - - - - - - - .. ::32 I F- =: 12 ::CP.EF STORK PIPE cS�O.08 • �+ � d : DURING NG STR ON : -- LANDSCAPING CONSTRUCTION. �---- ••-----....:.... _. ...---• -•--... 1111... 1111... 1111 _ AND /OR : • -n 1111 .. 1111 .. - - .......: 33.LF := :t2' :CP P :STTN�M: PIPE...... :2::2:: :::::..........::: ::5::: : : : :: 1$.SS.. : : : :i : : : : : :: c•-- -•"" :: .............::...:c: 296 : ............. .. _ VACANT. 5r0.1.O9 ..... : .. ...... . ......... :............ ...... N r { fj ' . f ` Y: S 872 F `,�f. : ............................................ ............................... .. . • . is \ �t �. :: :.. .. _ _ :8 1' 17 CONTRACTOR SHALL REMOVE. PROTECT, AND REINSTALL EXSTING FENCE. ! J � � �� �� : � 296 : y. ,• `�• !', 'l, �lllT' f'. . ,fdlii. �.c. �f r ,{ _ ". r . _ _ .. _ _ ' : ... 2 2 1 2 : ' ' • ' _ :: :: - - . _ . • .. - .. ... _1.111 ... _ :...._....:...... :.........:.........:.... ....:.........:. = ........ ......... AND WASTEHAUL EXISTING SIDEWALK, .:. .:. 1211 . 1111 - ...... -�- -:. 1211 .. �- _ --•-- -- - 18 CONTRACTOR SHALL REMOVE 2111. 2111 .....:.........:..... =----- •---:------•--c .........:...... ..._... ....... ....... PAVEMENT, AND/OR CURB. ...._.......... ........ i ........ 290 i......... 2:: : :...... : : :::: -- --- ::::::E:::::::::i:::: :::::c::: ' = 2222 75 LF= -; 2A' :CPEP :STQRM PIPE S=0. 10- -- -- I.- •- --...._.: .................:................... .................... :..........: . .................. :............ O :OtA °:': _ :::" " " ' SECTI�! WITH CEMENT CONCRETE CURB END SECTIONS SEE DETAIL SHEET 1 .. 1112.. ... .. .............. = :._. : : : , _ :_ 27 ... - --- ........ - : REL TE EXISTING SI 111 Ar�l� Y • �- _ • _ _ _ _ _ _ _ _ _ _ _ _� rla,1'raermz tt-lel 1 t2FUnVF RRn'rFrT eNn RELOCATE SIGN. : ... ........ .. ------ - ---- :......... ....... 2121.. 2221.:: :: 2222: ••--- - FURNISH AND INSTALL PLASTIC STOP BAR AND /OR 286 :. _ . 21 CON ............... :..EX;. :1 :? : pig....... :. °. TRACTOR SHALL FURN - 1111... _ ----------- .....:. ..............._..•............ ._.................. .. :................... :........ .��'.. _ . _ .. - . - - - _ _ . - • - _ - • _ - - _ CROSSWALK MARKINGS. .. .. .. .. .. . ... .. 1211. ................................ ............. ............ ...... ------ .....__...._...... ... ... SEi I - - - - --•• - ... -- --• : ..... ... ...................:.........:............ ....... :......... :......... :... _..........._..:............ .. 1111. .. .. _..__ _._. _- ___ .........:.........:.. : ......... :......... ......... . .. - CURB RAMP ALTERNATE PER :.........:.. :.. - ----- --'"-....:. ........ :......... :..- '--".. :.. - "- ... : ... - - 2111 .... fl E{TA24 CPEP- STE)RtA- PIPE STANDARD PLAN NO. 005.1 :...................."'- CITY TON STAN • ---1111...- '-•---...... : .............. .... x ............ ..... :.. .. .. -- - 67 L F - -24 : CPEP • STORHI •PIPE: " " " CONTRACTOR SHALL FURNISH AND INSTALL 4- INCHES COMPACTED DEPTH .. 7 2222 . 280 :.........:.........:.... .......... .... _... ..._ "2 -__ 280 290: ::::::: :. : : :. : :..' :- .S=D.Q2 : : : : :: : : : :: ....:........... © BARK .......... : ....................................... :........_... . :.--"-"-"........ ... : ..................:........ ..........:_..................:...................:................................ ...... ......_.._....... _..... .............. .. .. 1111. 1111... .. - -•- - ._ _.- -- - - - - -- MULCH - -- •'----....:... ..---- :--'---•-- :...--'-'-•---' ---'2-111. .... ......................:............... .............. :.......... -----' CRETE TRANSITION ..................:--------.... ......_.......... :............. - - ...:_........: ............................... .. 1111. 1111..- ---•-• ----•-- -- - - -- - 1111. 1211. - ... ... :......... :......... :......- -2111. 1111. --• ---': 1111. .. .. 1111. 1111... .. :.........:.........:.........: .... .. .. SECTICW WITH CEMENT CONCRETE CURB END SECTIONS. ..... .......... :' 1111. : ........ ............................... _ :.........:.........:.........:.........:.........: ......... :......... :......... :. ..........1111......... CT SANITARY SIDE SEWER TO EXISTING TRUNK :.........:..... .... :......_.. : ................ .1.2.........2.........2._... -- ... -•- E E G U 275 : ? :: 1111. .:. :. :. .:.........:.........:. ' .... . ... ... ......... :..................... •..................:............................_..... .. .......__.....-- --- ......._ _1111... _............_. 1111.- -••- -- : ...................:...................:...................:...................:. ............................... ....................................................._....... .. :....._............. :_....... _..........:...._............ 1121. 1111.. : .... ...............:............... O ANITARY SIDE : ...................:.........:_........:.. ....... :......... :......... :... '- -.:.........:.........:....... .. :......... :.................. ... 1111.. ..--•-- -• • -• - --•--- REM VE S SEWER MANHOLE ..... ..... ... .. .. 1211. .:. " :.........: ............ ............................... '--'--........ �: - -.. _1111.. 1111... 1111. 1111. ......... .1111.. ----- ------ - -• •----- .... 1211. 1211. . 1 ��� .. ............................... . . . . . . . . . . ' - ' - �� _ �?:�! a�tET_ N:E_:: c ::::::... .....:::::.. 6 LOCATION OF EXISTING DRAIN APPROXIMATE. CONTRACTOR SHALL POTHOLE ........ ...................... :........ ... 1111... 1111-- -1111_. . --- ... 11.11_. : ...................:.........: ......:.........:.........:- " .._. .. ....... .... .. .. .. • - - ---''' FHJISHED. GRADE:::::::: : : : : : : :� : : : : : : : : :; : : : :.. : ". = :.. -- '-- -- - - - - © TO VERIFY LOCATION. .............................. ... :......... :.......- ' :- ' -' - -- 1111... = " ... ' :.........:.. ....... :......... : ............. owUN.itiGF#T 2222::: 2222::. :. 270 270 : .........:...... " ..... ....... ....... :.........: ...... ............. :................. " . '� .11.11.. . ............. :...........: ...............:...................:................._.:..._............... :................... :.......... ......:.........._.._.....: .............. :.:.2.:.:.:.:. ................... - ......: .............. ... .. ............ .. . - - - - -- -- 1111... ... 1111... ... ... ...... :' 2222 : :: : : :'" :�....... ..... : :: 2111.. 22.. :: ... ....... -...... 1111. ....... .. .N.. ......: -- 1111... ..... �.� 1111.. 1111... 1111 1111.. 1111... ._. :: ::: G: :w3 . :....... :......... :....... :... st. • ...:.......:....: v :�: 1111.. 1111... .. 4 .� .. m M ...:.........:........ 0N: �_� _.....01 :m 1111..6.04...01: .. ..�.OS. ..... .................. m ... :.....N :m.. _ .N ..N: ..N. �f. ....N:........ 1111.. ..N...._..........:........ N: :.........:..... .... :......... :._.CV.N... :..... N .:............ ...N...:_..... 1111. •N....._..:....... N... .. .. .. 1111... .. ... 1111... 1211 ... .. : ................... :........ .. 1111.. 1111 .. ... .. ZCQ ::::::2::2:::::::2.2:::::. ........:.....-' -:.........:.........:......... :......... :......... :........., 1111... 1111.. 1111... 1111.. 1111... .. ._. 1111... .:. .:. ... 1121 .:. .. .:. .:. .:. .:. 1121 .:. .. ... .: 6Dm2qs4o9 ..... ................... :......... :. 20+00 21+00 22+00 23+00 z 24+00 ¢_ w3z d w3Z ¢ w3 _Q wiz w3 a o w a v 3 w z ° a w W o0 w a RECOMMENDED FOR APPROVAL O aao_ i`i,;a.w a ww z e '.'wW -I ww wwW 0. 0- ao an. c) 0 00 L) aaa as c0 aaa v ciao v 00 »U >>> °� v0o �° vv ... 0 0 0 a x e x e fl > 2 Q a x e v� x BY: Date: a•' C ° e N H '*'4- N N F �} .r �_ _ = F _ _ _ N H st d' N "C' d' a' BY� Date- C-4 O D O_' a N N � N N N N xy = 0! cal N p d' w O Ir O N N BY: Date- M I I tin 1 1 1 91 I I ri I l i cv 3 1 I� V I I I to Bi Date: 01NNy mnr 01000 0'00 O'NNO N W 040 p' NSA �A ScC� Nc001`� �- �6y''N It ^ C4 pm NIA In NOOO 1q Obi rn Oi d'il a0 a0 dal m"r'ar g� v Nco pj M'' 01 OiO �zm OO m II COOasODW m+ II mm 00 ra+ Nmm ;n ins r UF+ .1 m+ CmaOm i0p+ ®m0I 0 1' 2' p N N N N N N N N N US N m m cad v7 M co co tb tn N N N OM N N N J pN N NNN cv �N NN pN -J pmN J O N z W II {I II z w t N F w I-' t.� Z W 11 B® z W U II z W II II II z d Q sn < a ti sr cn �� s IE II n a � a E TWO INCHES AT FULL SCALE. mF ?I,il,iw U�wwt'S vN �W41 wv aww wog ce��� cmit~n www m�t~i' www IF NOT, SCALE ACCORDINGLY 0VD - -_ S'wpo -2)- ZAFZ* +ti W ROLL 170 1 1 r O w `O a o °o N Z N N Z� w =- J as Z K= O W3 �c N 0 N i[± CL Y N t :R 3 y er a =' Ld n w Q o <' b I N SCR rPJ o w� mm a W z z 0 Zz C o O7 Q W Q v 3 O cc .1 w cV z Q IL LL O CC 00 a c �t �O LL a z a a O� <� Jo � z CL 0 CID is t- UZ �O Y I� W W 'r. SHEET: 8 Or. 32 JOB NO.: 00716 DWG PLAN6 SCANNEO MAR $ 8 2003 F ¢ W N tit m[ w w w c' to i 9 1 - lk w w POINT OFFSET ELEV. DESCRIPTION 1 m m P pN W call L. I- ELEV. D DESCRIPTION � 10 W oI � m (FOC) m f -'+i 0u' m_ i e r � v ° I a. BEGIN PC 20 +06.32 36.00' RT 293.70 R= 20.00 A= 90' 00'00' (� N CA N ° u N t'' iv } 0 ~ m o o N m 10 - °�+ v N f - a w 1 /2 20 +12.18 PT 21.86' RT 16.00' RT 293.76 293.82 L= 31.42 CENTER: m o r I m -F 4m O v cv II 0) m m m 44 " ; w_ {{ C '' m = o M W m F¢ m w 20 +26.32 r �.;, �- y -4 - �' N � -t � p 2� Avr 1L1 0 � m _ END 0 ` m + 20 +26.32. 36.00' R to cn � :2 II p � f _M m o � � + V LT UI n 0 In wU' Fr U-1 w U� I w U1 O rn BU's_ - SEE DETAIL SHEETS 24 do 27. :.........:... .. ...........c .........:...... =' 2111.. B 310 IN :.........:... .. CB N0.. 68 .... ............ :.........i--•---•- ?"-•--".. "66 ": :. ......... : : :..... ....... c:z 2111.: 6 --- - THE FIELD BY THE ENGNEER.�WASTLIiAUL EXISTING ?ATVEMENT�AN D ............. ..... .......... 1 1 1 .. ti'6 S: ' - - ... . c 3 DRIVEWAY IN KIND. : ,.. - - -- ---- . - -_ 1111. _1111..--••-=- ------ :...........-• 1111... 1111... .: ...- -•- - - - -- - ---- . B : 6 -mpg. :.. ......:......... �... 2111. :........ ¢ a WCUT EX1 " =" :::_ :_ :: REPLACE .iOO : .......... s 290 1 1 1 ... :.. �... FY = �.-.o- 1� lfQ :63 - .. _ _ : 14 AND REMOVE AND WASTEHAULE CONCRETE CONTRACTOR TO NSTOR CUR .. 1111 .�� ......:.........:.... = :. ..... .... .1.1.1.1..._.. .1.1.1.1.... �.I .....Iyt.... °-.-- 111__1 :.b.... ...... ................ .............:................ ..._.......................-•-- �} t : CEMENT CONCRETE VERTICAL CURB AND REPLACE SIDEWALK IN KIND. : :�........ :........:....... .. :.._.. :'.. :._.....__ :......._ " : :: : 2222:.: ....... ....... ' :� :rr.. Q :. .._. t- =1•?'•SATER- _ 11;11 . EXIST# LR�aJN1? 2111. ?�. = :. _ .. �' - . _ , :............ ' j = ::. 4w Q ... 32 - :� -12'- CPEI? • -RIPE : ......... . ... .. , SIGN, WALL. F-N E, Lit}`: WTrh :: ...........:::: i tEV�t� 1N .. = - - - - - - - .. ::32 I F- =: 12 ::CP.EF STORK PIPE cS�O.08 • �+ � d : DURING NG STR ON : -- LANDSCAPING CONSTRUCTION. �---- ••-----....:.... _. ...---• -•--... 1111... 1111... 1111 _ AND /OR : • -n 1111 .. 1111 .. - - .......: 33.LF := :t2' :CP P :STTN�M: PIPE...... :2::2:: :::::..........::: ::5::: : : : :: 1$.SS.. : : : :i : : : : : :: c•-- -•"" :: .............::...:c: 296 : ............. .. _ VACANT. 5r0.1.O9 ..... : .. ...... . ......... :............ ...... N r { fj ' . f ` Y: S 872 F `,�f. : ............................................ ............................... .. . • . is \ �t �. :: :.. .. _ _ :8 1' 17 CONTRACTOR SHALL REMOVE. PROTECT, AND REINSTALL EXSTING FENCE. ! J � � �� �� : � 296 : y. ,• `�• !', 'l, �lllT' f'. . ,fdlii. �.c. �f r ,{ _ ". r . _ _ .. _ _ ' : ... 2 2 1 2 : ' ' • ' _ :: :: - - . _ . • .. - .. ... _1.111 ... _ :...._....:...... :.........:.........:.... ....:.........:. = ........ ......... AND WASTEHAUL EXISTING SIDEWALK, .:. .:. 1211 . 1111 - ...... -�- -:. 1211 .. �- _ --•-- -- - 18 CONTRACTOR SHALL REMOVE 2111. 2111 .....:.........:..... =----- •---:------•--c .........:...... ..._... ....... ....... PAVEMENT, AND/OR CURB. ...._.......... ........ i ........ 290 i......... 2:: : :...... : : :::: -- --- ::::::E:::::::::i:::: :::::c::: ' = 2222 75 LF= -; 2A' :CPEP :STQRM PIPE S=0. 10- -- -- I.- •- --...._.: .................:................... .................... :..........: . .................. :............ O :OtA °:': _ :::" " " ' SECTI�! WITH CEMENT CONCRETE CURB END SECTIONS SEE DETAIL SHEET 1 .. 1112.. ... .. .............. = :._. : : : , _ :_ 27 ... - --- ........ - : REL TE EXISTING SI 111 Ar�l� Y • �- _ • _ _ _ _ _ _ _ _ _ _ _ _� rla,1'raermz tt-lel 1 t2FUnVF RRn'rFrT eNn RELOCATE SIGN. : ... ........ .. ------ - ---- :......... ....... 2121.. 2221.:: :: 2222: ••--- - FURNISH AND INSTALL PLASTIC STOP BAR AND /OR 286 :. _ . 21 CON ............... :..EX;. :1 :? : pig....... :. °. TRACTOR SHALL FURN - 1111... _ ----------- .....:. ..............._..•............ ._.................. .. :................... :........ .��'.. _ . _ .. - . - - - _ _ . - • - _ - • _ - - _ CROSSWALK MARKINGS. .. .. .. .. .. . ... .. 1211. ................................ ............. ............ ...... ------ .....__...._...... ... ... SEi I - - - - --•• - ... -- --• : ..... ... ...................:.........:............ ....... :......... :......... :... _..........._..:............ .. 1111. .. .. _..__ _._. _- ___ .........:.........:.. : ......... :......... ......... . .. - CURB RAMP ALTERNATE PER :.........:.. :.. - ----- --'"-....:. ........ :......... :..- '--".. :.. - "- ... : ... - - 2111 .... fl E{TA24 CPEP- STE)RtA- PIPE STANDARD PLAN NO. 005.1 :...................."'- CITY TON STAN • ---1111...- '-•---...... : .............. .... x ............ ..... :.. .. .. -- - 67 L F - -24 : CPEP • STORHI •PIPE: " " " CONTRACTOR SHALL FURNISH AND INSTALL 4- INCHES COMPACTED DEPTH .. 7 2222 . 280 :.........:.........:.... .......... .... _... ..._ "2 -__ 280 290: ::::::: :. : : :. : :..' :- .S=D.Q2 : : : : :: : : : :: ....:........... © BARK .......... : ....................................... :........_... . :.--"-"-"........ ... : ..................:........ ..........:_..................:...................:................................ ...... ......_.._....... _..... .............. .. .. 1111. 1111... .. - -•- - ._ _.- -- - - - - -- MULCH - -- •'----....:... ..---- :--'---•-- :...--'-'-•---' ---'2-111. .... ......................:............... .............. :.......... -----' CRETE TRANSITION ..................:--------.... ......_.......... :............. - - ...:_........: ............................... .. 1111. 1111..- ---•-• ----•-- -- - - -- - 1111. 1211. - ... ... :......... :......... :......- -2111. 1111. --• ---': 1111. .. .. 1111. 1111... .. :.........:.........:.........: .... .. .. SECTICW WITH CEMENT CONCRETE CURB END SECTIONS. ..... .......... :' 1111. : ........ ............................... _ :.........:.........:.........:.........:.........: ......... :......... :......... :. ..........1111......... CT SANITARY SIDE SEWER TO EXISTING TRUNK :.........:..... .... :......_.. : ................ .1.2.........2.........2._... -- ... -•- E E G U 275 : ? :: 1111. .:. :. :. .:.........:.........:. ' .... . ... ... ......... :..................... •..................:............................_..... .. .......__.....-- --- ......._ _1111... _............_. 1111.- -••- -- : ...................:...................:...................:...................:. ............................... ....................................................._....... .. :....._............. :_....... _..........:...._............ 1121. 1111.. : .... ...............:............... O ANITARY SIDE : ...................:.........:_........:.. ....... :......... :......... :... '- -.:.........:.........:....... .. :......... :.................. ... 1111.. ..--•-- -• • -• - --•--- REM VE S SEWER MANHOLE ..... ..... ... .. .. 1211. .:. " :.........: ............ ............................... '--'--........ �: - -.. _1111.. 1111... 1111. 1111. ......... .1111.. ----- ------ - -• •----- .... 1211. 1211. . 1 ��� .. ............................... . . . . . . . . . . ' - ' - �� _ �?:�! a�tET_ N:E_:: c ::::::... .....:::::.. 6 LOCATION OF EXISTING DRAIN APPROXIMATE. CONTRACTOR SHALL POTHOLE ........ ...................... :........ ... 1111... 1111-- -1111_. . --- ... 11.11_. : ...................:.........: ......:.........:.........:- " .._. .. ....... .... .. .. .. • - - ---''' FHJISHED. GRADE:::::::: : : : : : : :� : : : : : : : : :; : : : :.. : ". = :.. -- '-- -- - - - - © TO VERIFY LOCATION. .............................. ... :......... :.......- ' :- ' -' - -- 1111... = " ... ' :.........:.. ....... :......... : ............. owUN.itiGF#T 2222::: 2222::. :. 270 270 : .........:...... " ..... ....... ....... :.........: ...... ............. :................. " . '� .11.11.. . ............. :...........: ...............:...................:................._.:..._............... :................... :.......... ......:.........._.._.....: .............. :.:.2.:.:.:.:. ................... - ......: .............. ... .. ............ .. . - - - - -- -- 1111... ... 1111... ... ... ...... :' 2222 : :: : : :'" :�....... ..... : :: 2111.. 22.. :: ... ....... -...... 1111. ....... .. .N.. ......: -- 1111... ..... �.� 1111.. 1111... 1111 1111.. 1111... ._. :: ::: G: :w3 . :....... :......... :....... :... st. • ...:.......:....: v :�: 1111.. 1111... .. 4 .� .. m M ...:.........:........ 0N: �_� _.....01 :m 1111..6.04...01: .. ..�.OS. ..... .................. m ... :.....N :m.. _ .N ..N: ..N. �f. ....N:........ 1111.. ..N...._..........:........ N: :.........:..... .... :......... :._.CV.N... :..... N .:............ ...N...:_..... 1111. •N....._..:....... N... .. .. .. 1111... .. ... 1111... 1211 ... .. : ................... :........ .. 1111.. 1111 .. ... .. ZCQ ::::::2::2:::::::2.2:::::. ........:.....-' -:.........:.........:......... :......... :......... :........., 1111... 1111.. 1111... 1111.. 1111... .. ._. 1111... .:. .:. ... 1121 .:. .. .:. .:. .:. .:. 1121 .:. .. ... .: 6Dm2qs4o9 ..... ................... :......... :. 20+00 21+00 22+00 23+00 z 24+00 ¢_ w3z d w3Z ¢ w3 _Q wiz w3 a o w a v 3 w z ° a w W o0 w a RECOMMENDED FOR APPROVAL O aao_ i`i,;a.w a ww z e '.'wW -I ww wwW 0. 0- ao an. c) 0 00 L) aaa as c0 aaa v ciao v 00 »U >>> °� v0o �° vv ... 0 0 0 a x e x e fl > 2 Q a x e v� x BY: Date: a•' C ° e N H '*'4- N N F �} .r �_ _ = F _ _ _ N H st d' N "C' d' a' BY� Date- C-4 O D O_' a N N � N N N N xy = 0! cal N p d' w O Ir O N N BY: Date- M I I tin 1 1 1 91 I I ri I l i cv 3 1 I� V I I I to Bi Date: 01NNy mnr 01000 0'00 O'NNO N W 040 p' NSA �A ScC� Nc001`� �- �6y''N It ^ C4 pm NIA In NOOO 1q Obi rn Oi d'il a0 a0 dal m"r'ar g� v Nco pj M'' 01 OiO �zm OO m II COOasODW m+ II mm 00 ra+ Nmm ;n ins r UF+ .1 m+ CmaOm i0p+ ®m0I 0 1' 2' p N N N N N N N N N US N m m cad v7 M co co tb tn N N N OM N N N J pN N NNN cv �N NN pN -J pmN J O N z W II {I II z w t N F w I-' t.� Z W 11 B® z W U II z W II II II z d Q sn < a ti sr cn �� s IE II n a � a E TWO INCHES AT FULL SCALE. mF ?I,il,iw U�wwt'S vN �W41 wv aww wog ce��� cmit~n www m�t~i' www IF NOT, SCALE ACCORDINGLY 0VD - -_ S'wpo -2)- ZAFZ* +ti W ROLL 170 1 1 r O w `O a o °o N Z N N Z� w =- J as Z K= O W3 �c N 0 N i[± CL Y N t :R 3 y er a =' Ld n w Q o <' b I N SCR rPJ o w� mm a W z z 0 Zz C o O7 Q W Q v 3 O cc .1 w cV z Q IL LL O CC 00 a c �t �O LL a z a a O� <� Jo � z CL 0 CID is t- UZ �O Y I� W W 'r. SHEET: 8 Or. 32 JOB NO.: 00716 DWG PLAN6 SCANNEO MAR $ 8 2003 F ¢ W N tit m[ w w w c' to i 9 1 - lk co co �y 1 1 �' ` Q om ® w I 1 m m P pN W call L. I- ELEV. D DESCRIPTION � 10 W '^ � � m ar� J m f -'+i 0u' m_ i e r � zI.- ul C40 1� 1 ' e r - - - -�' 10 t -7 {1 -D I 12" CG -�- f; 10 I ` - tu 0 O1 ROADWAY A STORM DRAINAGE NOTES CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING INLET, CATCH I C f- z -- r CEMENT CONCRETE ROLLED CURB AND REPLACE SIDEWALK IN KIND. ! � u m o o o r BASIN, OR STORM DRAIN MANHOLE. N o M �'-- 4 # :� m r r �.;, �- y -4 - _ O2 CONTRACTOR SHALL CONNECT EXISTING DRAINAGE PIPE TO NEW STORM p 2� Avr 21 +00 K 7�1 d= 88' 09'25' m 0 ` m + n, x 0 r m + �: O + ! + DRAIN PIPE WITH FERNCO ADAPTER. y o m + + V -� - �� N N ''i -} _ - N / 4 23.17' RT 2 _ Q O3 CONTRACTOR SHALL CUT AND CONNECT EXISTING STORM DRAIN PIPE TO C 6,. SiiF 12 i ` � --�-- _ p N O Of M � - -� 2l� �' Z � NEW CATCH BASIN. 4 G G ---- 1 S I I 5 k`E _ �ln Q �Q- v' 1 ° `�° -I ,-_ y �( -' 4 � CONTRACTOR SHALL INSTALL PERMANENT CONCRETE PLUG IN UPSTREAM END OF EXISTING STORM DRAIN PIPE. 'ETHAFOAM' W TO COORDINATE G 6 "S7t 12 4 46.39' RT. 2 295.96 2 5 a m m I CAUTION: POTENTIAL UTILITY CONFLICT. CONTRACTOR TO USE Z � 1 F [ � X t w w 0 ( ( 1 �h PAD AS SEPARATION BETWEEN UTILITIES. .1 ( _ 18t w.. ; a G 12° G(P G ` © CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTl4G STORM DRAIN PIPE. i 17 ' T' CONTRACTOR SHALL ABANDON STORM CATCH BASIN OR MANHOLE IN PLACE [[[ 17 17 - = _ ;r }2' P:v _ I -= ; 8 o CONTRACTOR SHALL POTHOLE TO VERIFY DEPTH AND LOCATION OF EXISTING WATER LINE. IF THE WATER LINE CONFLICTS WITH THE INSTALLATION OF Q \L _ 6 - - THE CATCH BASIN, THE WATER UNE SHALL BE RELOCATED PER THE CITY 13 w W Z I t � ? 10 \ = 3 SPECIFICATIONS. I 3 Iw ( ,°, °, J ° I \, a Q CONTRACTOR SHALL REMOVE, PROTECT, AND RELOCATE EXISTING LANDSCAPING, BLOCK WALL. AND /OR ROCKERY. COORDINATE WITH `, SW CORNER OF NE 7TH ST do FERNDALE PL I a E PROPERTY OWNERS -- LT UI n 0 In wU' Fr U-1 w U� I w U1 O rn BU's_ - SEE DETAIL SHEETS 24 do 27. :.........:... .. ...........c .........:...... =' 2111.. B 310 IN :.........:... .. CB N0.. 68 .... ............ :.........i--•---•- ?"-•--".. "66 ": :. ......... : : :..... ....... c:z 2111.: 6 --- - THE FIELD BY THE ENGNEER.�WASTLIiAUL EXISTING ?ATVEMENT�AN D ............. ..... .......... 1 1 1 .. ti'6 S: ' - - ... . c 3 DRIVEWAY IN KIND. : ,.. - - -- ---- . - -_ 1111. _1111..--••-=- ------ :...........-• 1111... 1111... .: ...- -•- - - - -- - ---- . B : 6 -mpg. :.. ......:......... �... 2111. :........ ¢ a WCUT EX1 " =" :::_ :_ :: REPLACE .iOO : .......... s 290 1 1 1 ... :.. �... FY = �.-.o- 1� lfQ :63 - .. _ _ : 14 AND REMOVE AND WASTEHAULE CONCRETE CONTRACTOR TO NSTOR CUR .. 1111 .�� ......:.........:.... = :. ..... .... .1.1.1.1..._.. .1.1.1.1.... �.I .....Iyt.... °-.-- 111__1 :.b.... ...... ................ .............:................ ..._.......................-•-- �} t : CEMENT CONCRETE VERTICAL CURB AND REPLACE SIDEWALK IN KIND. : :�........ :........:....... .. :.._.. :'.. :._.....__ :......._ " : :: : 2222:.: ....... ....... ' :� :rr.. Q :. .._. t- =1•?'•SATER- _ 11;11 . EXIST# LR�aJN1? 2111. ?�. = :. _ .. �' - . _ , :............ ' j = ::. 4w Q ... 32 - :� -12'- CPEI? • -RIPE : ......... . ... .. , SIGN, WALL. F-N E, Lit}`: WTrh :: ...........:::: i tEV�t� 1N .. = - - - - - - - .. ::32 I F- =: 12 ::CP.EF STORK PIPE cS�O.08 • �+ � d : DURING NG STR ON : -- LANDSCAPING CONSTRUCTION. �---- ••-----....:.... _. ...---• -•--... 1111... 1111... 1111 _ AND /OR : • -n 1111 .. 1111 .. - - .......: 33.LF := :t2' :CP P :STTN�M: PIPE...... :2::2:: :::::..........::: ::5::: : : : :: 1$.SS.. : : : :i : : : : : :: c•-- -•"" :: .............::...:c: 296 : ............. .. _ VACANT. 5r0.1.O9 ..... : .. ...... . ......... :............ ...... N r { fj ' . f ` Y: S 872 F `,�f. : ............................................ ............................... .. . • . is \ �t �. :: :.. .. _ _ :8 1' 17 CONTRACTOR SHALL REMOVE. PROTECT, AND REINSTALL EXSTING FENCE. ! J � � �� �� : � 296 : y. ,• `�• !', 'l, �lllT' f'. . ,fdlii. �.c. �f r ,{ _ ". r . _ _ .. _ _ ' : ... 2 2 1 2 : ' ' • ' _ :: :: - - . _ . • .. - .. ... _1.111 ... _ :...._....:...... :.........:.........:.... ....:.........:. = ........ ......... AND WASTEHAUL EXISTING SIDEWALK, .:. .:. 1211 . 1111 - ...... -�- -:. 1211 .. �- _ --•-- -- - 18 CONTRACTOR SHALL REMOVE 2111. 2111 .....:.........:..... =----- •---:------•--c .........:...... ..._... ....... ....... PAVEMENT, AND/OR CURB. ...._.......... ........ i ........ 290 i......... 2:: : :...... : : :::: -- --- ::::::E:::::::::i:::: :::::c::: ' = 2222 75 LF= -; 2A' :CPEP :STQRM PIPE S=0. 10- -- -- I.- •- --...._.: .................:................... .................... :..........: . .................. :............ O :OtA °:': _ :::" " " ' SECTI�! WITH CEMENT CONCRETE CURB END SECTIONS SEE DETAIL SHEET 1 .. 1112.. ... .. .............. = :._. : : : , _ :_ 27 ... - --- ........ - : REL TE EXISTING SI 111 Ar�l� Y • �- _ • _ _ _ _ _ _ _ _ _ _ _ _� rla,1'raermz tt-lel 1 t2FUnVF RRn'rFrT eNn RELOCATE SIGN. : ... ........ .. ------ - ---- :......... ....... 2121.. 2221.:: :: 2222: ••--- - FURNISH AND INSTALL PLASTIC STOP BAR AND /OR 286 :. _ . 21 CON ............... :..EX;. :1 :? : pig....... :. °. TRACTOR SHALL FURN - 1111... _ ----------- .....:. ..............._..•............ ._.................. .. :................... :........ .��'.. _ . _ .. - . - - - _ _ . - • - _ - • _ - - _ CROSSWALK MARKINGS. .. .. .. .. .. . ... .. 1211. ................................ ............. ............ ...... ------ .....__...._...... ... ... SEi I - - - - --•• - ... -- --• : ..... ... ...................:.........:............ ....... :......... :......... :... _..........._..:............ .. 1111. .. .. _..__ _._. _- ___ .........:.........:.. : ......... :......... ......... . .. - CURB RAMP ALTERNATE PER :.........:.. :.. - ----- --'"-....:. ........ :......... :..- '--".. :.. - "- ... : ... - - 2111 .... fl E{TA24 CPEP- STE)RtA- PIPE STANDARD PLAN NO. 005.1 :...................."'- CITY TON STAN • ---1111...- '-•---...... : .............. .... x ............ ..... :.. .. .. -- - 67 L F - -24 : CPEP • STORHI •PIPE: " " " CONTRACTOR SHALL FURNISH AND INSTALL 4- INCHES COMPACTED DEPTH .. 7 2222 . 280 :.........:.........:.... .......... .... _... ..._ "2 -__ 280 290: ::::::: :. : : :. : :..' :- .S=D.Q2 : : : : :: : : : :: ....:........... © BARK .......... : ....................................... :........_... . :.--"-"-"........ ... : ..................:........ ..........:_..................:...................:................................ ...... ......_.._....... _..... .............. .. .. 1111. 1111... .. - -•- - ._ _.- -- - - - - -- MULCH - -- •'----....:... ..---- :--'---•-- :...--'-'-•---' ---'2-111. .... ......................:............... .............. :.......... -----' CRETE TRANSITION ..................:--------.... ......_.......... :............. - - ...:_........: ............................... .. 1111. 1111..- ---•-• ----•-- -- - - -- - 1111. 1211. - ... ... :......... :......... :......- -2111. 1111. --• ---': 1111. .. .. 1111. 1111... .. :.........:.........:.........: .... .. .. SECTICW WITH CEMENT CONCRETE CURB END SECTIONS. ..... .......... :' 1111. : ........ ............................... _ :.........:.........:.........:.........:.........: ......... :......... :......... :. ..........1111......... CT SANITARY SIDE SEWER TO EXISTING TRUNK :.........:..... .... :......_.. : ................ .1.2.........2.........2._... -- ... -•- E E G U 275 : ? :: 1111. .:. :. :. .:.........:.........:. ' .... . ... ... ......... :..................... •..................:............................_..... .. .......__.....-- --- ......._ _1111... _............_. 1111.- -••- -- : ...................:...................:...................:...................:. ............................... ....................................................._....... .. :....._............. :_....... _..........:...._............ 1121. 1111.. : .... ...............:............... O ANITARY SIDE : ...................:.........:_........:.. ....... :......... :......... :... '- -.:.........:.........:....... .. :......... :.................. ... 1111.. ..--•-- -• • -• - --•--- REM VE S SEWER MANHOLE ..... ..... ... .. .. 1211. .:. " :.........: ............ ............................... '--'--........ �: - -.. _1111.. 1111... 1111. 1111. ......... .1111.. ----- ------ - -• •----- .... 1211. 1211. . 1 ��� .. ............................... . . . . . . . . . . ' - ' - �� _ �?:�! a�tET_ N:E_:: c ::::::... .....:::::.. 6 LOCATION OF EXISTING DRAIN APPROXIMATE. CONTRACTOR SHALL POTHOLE ........ ...................... :........ ... 1111... 1111-- -1111_. . --- ... 11.11_. : ...................:.........: ......:.........:.........:- " .._. .. ....... .... .. .. .. • - - ---''' FHJISHED. GRADE:::::::: : : : : : : :� : : : : : : : : :; : : : :.. : ". = :.. -- '-- -- - - - - © TO VERIFY LOCATION. .............................. ... :......... :.......- ' :- ' -' - -- 1111... = " ... ' :.........:.. ....... :......... : ............. owUN.itiGF#T 2222::: 2222::. :. 270 270 : .........:...... " ..... ....... ....... :.........: ...... ............. :................. " . '� .11.11.. . ............. :...........: ...............:...................:................._.:..._............... :................... :.......... ......:.........._.._.....: .............. :.:.2.:.:.:.:. ................... - ......: .............. ... .. ............ .. . - - - - -- -- 1111... ... 1111... ... ... ...... :' 2222 : :: : : :'" :�....... ..... : :: 2111.. 22.. :: ... ....... -...... 1111. ....... .. .N.. ......: -- 1111... ..... �.� 1111.. 1111... 1111 1111.. 1111... ._. :: ::: G: :w3 . :....... :......... :....... :... st. • ...:.......:....: v :�: 1111.. 1111... .. 4 .� .. m M ...:.........:........ 0N: �_� _.....01 :m 1111..6.04...01: .. ..�.OS. ..... .................. m ... :.....N :m.. _ .N ..N: ..N. �f. ....N:........ 1111.. ..N...._..........:........ N: :.........:..... .... :......... :._.CV.N... :..... N .:............ ...N...:_..... 1111. •N....._..:....... N... .. .. .. 1111... .. ... 1111... 1211 ... .. : ................... :........ .. 1111.. 1111 .. ... .. ZCQ ::::::2::2:::::::2.2:::::. ........:.....-' -:.........:.........:......... :......... :......... :........., 1111... 1111.. 1111... 1111.. 1111... .. ._. 1111... .:. .:. ... 1121 .:. .. .:. .:. .:. .:. 1121 .:. .. ... .: 6Dm2qs4o9 ..... ................... :......... :. 20+00 21+00 22+00 23+00 z 24+00 ¢_ w3z d w3Z ¢ w3 _Q wiz w3 a o w a v 3 w z ° a w W o0 w a RECOMMENDED FOR APPROVAL O aao_ i`i,;a.w a ww z e '.'wW -I ww wwW 0. 0- ao an. c) 0 00 L) aaa as c0 aaa v ciao v 00 »U >>> °� v0o �° vv ... 0 0 0 a x e x e fl > 2 Q a x e v� x BY: Date: a•' C ° e N H '*'4- N N F �} .r �_ _ = F _ _ _ N H st d' N "C' d' a' BY� Date- C-4 O D O_' a N N � N N N N xy = 0! cal N p d' w O Ir O N N BY: Date- M I I tin 1 1 1 91 I I ri I l i cv 3 1 I� V I I I to Bi Date: 01NNy mnr 01000 0'00 O'NNO N W 040 p' NSA �A ScC� Nc001`� �- �6y''N It ^ C4 pm NIA In NOOO 1q Obi rn Oi d'il a0 a0 dal m"r'ar g� v Nco pj M'' 01 OiO �zm OO m II COOasODW m+ II mm 00 ra+ Nmm ;n ins r UF+ .1 m+ CmaOm i0p+ ®m0I 0 1' 2' p N N N N N N N N N US N m m cad v7 M co co tb tn N N N OM N N N J pN N NNN cv �N NN pN -J pmN J O N z W II {I II z w t N F w I-' t.� Z W 11 B® z W U II z W II II II z d Q sn < a ti sr cn �� s IE II n a � a E TWO INCHES AT FULL SCALE. mF ?I,il,iw U�wwt'S vN �W41 wv aww wog ce��� cmit~n www m�t~i' www IF NOT, SCALE ACCORDINGLY 0VD - -_ S'wpo -2)- ZAFZ* +ti W ROLL 170 1 1 r O w `O a o °o N Z N N Z� w =- J as Z K= O W3 �c N 0 N i[± CL Y N t :R 3 y er a =' Ld n w Q o <' b I N SCR rPJ o w� mm a W z z 0 Zz C o O7 Q W Q v 3 O cc .1 w cV z Q IL LL O CC 00 a c �t �O LL a z a a O� <� Jo � z CL 0 CID is t- UZ �O Y I� W W 'r. SHEET: 8 Or. 32 JOB NO.: 00716 DWG PLAN6 SCANNEO MAR $ 8 2003 F ¢ ¢ 1 1 - - W I 124 1 i i r �y 1 1 �' ` `1U) GUNTKAGIUK 51•IALL NLAI LINL SAWWI L3051ING JIULWALK ANU /VK WKU, w I 1 m m P POINT O OFFSET E ELEV. D DESCRIPTION � '^ � � m ar� J m i i e r � i A AND REMOVE AND WASTEHAUL CONCRETE. CONTRACTOR TO INSTALL (FOC) a �� a I I I I C CEMENT CONCRETE ROLLED CURB AND REPLACE SIDEWALK IN KIND. ! � u m o o o r ry o o � o O c o M M # # :� m m 1 11 CONTRACTOR SHALL ADJUST EXISTING CITY -OWNED MANHOLE, CATCH BASIN, BEGIN R R= 25.00 O u: ! co r- o ui B PC 22 +71.13 1 16.00' RT 2 295.34 d d= 88' 09'25' m 0 ` m + + m +, x x 0 r m + + a I U' + + ! + + m = y y o m + + V VALVE BOX, CLEANOUT, MONUMENT CASE FRAME TO GRADE UMUTY COMP - N N N N N / 1 2 0 22 +88.17 2 23.17' RT 2 295.62 L L= 38.47 0 z O O N N " _j N N N N N ! � N O Of M N A ANY TO ADJUST GAS VALVES AND /OR TELEPHONE MANHOLES. CONTRACTOR I z P PT 22 +95.26 4 40.46' RT 2 295.89 C CENTER m m z z< d ` N I II ¢ ¢ W ! Q Q a a z z d d T TO COORDINATE Q E END 22 +95.34 4 46.39' RT. 2 295.96 2 22 +71.13, 41.00' RT v v m m m I I- x I x x � � 1 F [ � X t w w 0 ( ( 1 12 CONTRACTOR SHALL FURNISH AND INSTALL CEMENT CONCRETE APPROACH. - SEE DETAIL SHEETS 24 do 27. :.........:... .. ...........c .........:...... =' 2111.. B 310 IN :.........:... .. CB N0.. 68 .... ............ :.........i--•---•- ?"-•--".. "66 ": :. ......... : : :..... ....... c:z 2111.: 6 --- - THE FIELD BY THE ENGNEER.�WASTLIiAUL EXISTING ?ATVEMENT�AN D ............. ..... .......... 1 1 1 .. ti'6 S: ' - - ... . c 3 DRIVEWAY IN KIND. : ,.. - - -- ---- . - -_ 1111. _1111..--••-=- ------ :...........-• 1111... 1111... .: ...- -•- - - - -- - ---- . B : 6 -mpg. :.. ......:......... �... 2111. :........ ¢ a WCUT EX1 " =" :::_ :_ :: REPLACE .iOO : .......... s 290 1 1 1 ... :.. �... FY = �.-.o- 1� lfQ :63 - .. _ _ : 14 AND REMOVE AND WASTEHAULE CONCRETE CONTRACTOR TO NSTOR CUR .. 1111 .�� ......:.........:.... = :. ..... .... .1.1.1.1..._.. .1.1.1.1.... �.I .....Iyt.... °-.-- 111__1 :.b.... ...... ................ .............:................ ..._.......................-•-- �} t : CEMENT CONCRETE VERTICAL CURB AND REPLACE SIDEWALK IN KIND. : :�........ :........:....... .. :.._.. :'.. :._.....__ :......._ " : :: : 2222:.: ....... ....... ' :� :rr.. Q :. .._. t- =1•?'•SATER- _ 11;11 . EXIST# LR�aJN1? 2111. ?�. = :. _ .. �' - . _ , :............ ' j = ::. 4w Q ... 32 - :� -12'- CPEI? • -RIPE : ......... . ... .. , SIGN, WALL. F-N E, Lit}`: WTrh :: ...........:::: i tEV�t� 1N .. = - - - - - - - .. ::32 I F- =: 12 ::CP.EF STORK PIPE cS�O.08 • �+ � d : DURING NG STR ON : -- LANDSCAPING CONSTRUCTION. �---- ••-----....:.... _. ...---• -•--... 1111... 1111... 1111 _ AND /OR : • -n 1111 .. 1111 .. - - .......: 33.LF := :t2' :CP P :STTN�M: PIPE...... :2::2:: :::::..........::: ::5::: : : : :: 1$.SS.. : : : :i : : : : : :: c•-- -•"" :: .............::...:c: 296 : ............. .. _ VACANT. 5r0.1.O9 ..... : .. ...... . ......... :............ ...... N r { fj ' . f ` Y: S 872 F `,�f. : ............................................ ............................... .. . • . is \ �t �. :: :.. .. _ _ :8 1' 17 CONTRACTOR SHALL REMOVE. PROTECT, AND REINSTALL EXSTING FENCE. ! J � � �� �� : � 296 : y. ,• `�• !', 'l, �lllT' f'. . ,fdlii. �.c. �f r ,{ _ ". r . _ _ .. _ _ ' : ... 2 2 1 2 : ' ' • ' _ :: :: - - . _ . • .. - .. ... _1.111 ... _ :...._....:...... :.........:.........:.... ....:.........:. = ........ ......... AND WASTEHAUL EXISTING SIDEWALK, .:. .:. 1211 . 1111 - ...... -�- -:. 1211 .. �- _ --•-- -- - 18 CONTRACTOR SHALL REMOVE 2111. 2111 .....:.........:..... =----- •---:------•--c .........:...... ..._... ....... ....... PAVEMENT, AND/OR CURB. ...._.......... ........ i ........ 290 i......... 2:: : :...... : : :::: -- --- ::::::E:::::::::i:::: :::::c::: ' = 2222 75 LF= -; 2A' :CPEP :STQRM PIPE S=0. 10- -- -- I.- •- --...._.: .................:................... .................... :..........: . .................. :............ O :OtA °:': _ :::" " " ' SECTI�! WITH CEMENT CONCRETE CURB END SECTIONS SEE DETAIL SHEET 1 .. 1112.. ... .. .............. = :._. : : : , _ :_ 27 ... - --- ........ - : REL TE EXISTING SI 111 Ar�l� Y • �- _ • _ _ _ _ _ _ _ _ _ _ _ _� rla,1'raermz tt-lel 1 t2FUnVF RRn'rFrT eNn RELOCATE SIGN. : ... ........ .. ------ - ---- :......... ....... 2121.. 2221.:: :: 2222: ••--- - FURNISH AND INSTALL PLASTIC STOP BAR AND /OR 286 :. _ . 21 CON ............... :..EX;. :1 :? : pig....... :. °. TRACTOR SHALL FURN - 1111... _ ----------- .....:. ..............._..•............ ._.................. .. :................... :........ .��'.. _ . _ .. - . - - - _ _ . - • - _ - • _ - - _ CROSSWALK MARKINGS. .. .. .. .. .. . ... .. 1211. ................................ ............. ............ ...... ------ .....__...._...... ... ... SEi I - - - - --•• - ... -- --• : ..... ... ...................:.........:............ ....... :......... :......... :... _..........._..:............ .. 1111. .. .. _..__ _._. _- ___ .........:.........:.. : ......... :......... ......... . .. - CURB RAMP ALTERNATE PER :.........:.. :.. - ----- --'"-....:. ........ :......... :..- '--".. :.. - "- ... : ... - - 2111 .... fl E{TA24 CPEP- STE)RtA- PIPE STANDARD PLAN NO. 005.1 :...................."'- CITY TON STAN • ---1111...- '-•---...... : .............. .... x ............ ..... :.. .. .. -- - 67 L F - -24 : CPEP • STORHI •PIPE: " " " CONTRACTOR SHALL FURNISH AND INSTALL 4- INCHES COMPACTED DEPTH .. 7 2222 . 280 :.........:.........:.... .......... .... _... ..._ "2 -__ 280 290: ::::::: :. : : :. : :..' :- .S=D.Q2 : : : : :: : : : :: ....:........... © BARK .......... : ....................................... :........_... . :.--"-"-"........ ... : ..................:........ ..........:_..................:...................:................................ ...... ......_.._....... _..... .............. .. .. 1111. 1111... .. - -•- - ._ _.- -- - - - - -- MULCH - -- •'----....:... ..---- :--'---•-- :...--'-'-•---' ---'2-111. .... ......................:............... .............. :.......... -----' CRETE TRANSITION ..................:--------.... ......_.......... :............. - - ...:_........: ............................... .. 1111. 1111..- ---•-• ----•-- -- - - -- - 1111. 1211. - ... ... :......... :......... :......- -2111. 1111. --• ---': 1111. .. .. 1111. 1111... .. :.........:.........:.........: .... .. .. SECTICW WITH CEMENT CONCRETE CURB END SECTIONS. ..... .......... :' 1111. : ........ ............................... _ :.........:.........:.........:.........:.........: ......... :......... :......... :. ..........1111......... CT SANITARY SIDE SEWER TO EXISTING TRUNK :.........:..... .... :......_.. : ................ .1.2.........2.........2._... -- ... -•- E E G U 275 : ? :: 1111. .:. :. :. .:.........:.........:. ' .... . ... ... ......... :..................... •..................:............................_..... .. .......__.....-- --- ......._ _1111... _............_. 1111.- -••- -- : ...................:...................:...................:...................:. ............................... ....................................................._....... .. :....._............. :_....... _..........:...._............ 1121. 1111.. : .... ...............:............... O ANITARY SIDE : ...................:.........:_........:.. ....... :......... :......... :... '- -.:.........:.........:....... .. :......... :.................. ... 1111.. ..--•-- -• • -• - --•--- REM VE S SEWER MANHOLE ..... ..... ... .. .. 1211. .:. " :.........: ............ ............................... '--'--........ �: - -.. _1111.. 1111... 1111. 1111. ......... .1111.. ----- ------ - -• •----- .... 1211. 1211. . 1 ��� .. ............................... . . . . . . . . . . ' - ' - �� _ �?:�! a�tET_ N:E_:: c ::::::... .....:::::.. 6 LOCATION OF EXISTING DRAIN APPROXIMATE. CONTRACTOR SHALL POTHOLE ........ ...................... :........ ... 1111... 1111-- -1111_. . --- ... 11.11_. : ...................:.........: ......:.........:.........:- " .._. .. ....... .... .. .. .. • - - ---''' FHJISHED. GRADE:::::::: : : : : : : :� : : : : : : : : :; : : : :.. : ". = :.. -- '-- -- - - - - © TO VERIFY LOCATION. .............................. ... :......... :.......- ' :- ' -' - -- 1111... = " ... ' :.........:.. ....... :......... : ............. owUN.itiGF#T 2222::: 2222::. :. 270 270 : .........:...... " ..... ....... ....... :.........: ...... ............. :................. " . '� .11.11.. . ............. :...........: ...............:...................:................._.:..._............... :................... :.......... ......:.........._.._.....: .............. :.:.2.:.:.:.:. ................... - ......: .............. ... .. ............ .. . - - - - -- -- 1111... ... 1111... ... ... ...... :' 2222 : :: : : :'" :�....... ..... : :: 2111.. 22.. :: ... ....... -...... 1111. ....... .. .N.. ......: -- 1111... ..... �.� 1111.. 1111... 1111 1111.. 1111... ._. :: ::: G: :w3 . :....... :......... :....... :... st. • ...:.......:....: v :�: 1111.. 1111... .. 4 .� .. m M ...:.........:........ 0N: �_� _.....01 :m 1111..6.04...01: .. ..�.OS. ..... .................. m ... :.....N :m.. _ .N ..N: ..N. �f. ....N:........ 1111.. ..N...._..........:........ N: :.........:..... .... :......... :._.CV.N... :..... N .:............ ...N...:_..... 1111. •N....._..:....... N... .. .. .. 1111... .. ... 1111... 1211 ... .. : ................... :........ .. 1111.. 1111 .. ... .. ZCQ ::::::2::2:::::::2.2:::::. ........:.....-' -:.........:.........:......... :......... :......... :........., 1111... 1111.. 1111... 1111.. 1111... .. ._. 1111... .:. .:. ... 1121 .:. .. .:. .:. .:. .:. 1121 .:. .. ... .: 6Dm2qs4o9 ..... ................... :......... :. 20+00 21+00 22+00 23+00 z 24+00 ¢_ w3z d w3Z ¢ w3 _Q wiz w3 a o w a v 3 w z ° a w W o0 w a RECOMMENDED FOR APPROVAL O aao_ i`i,;a.w a ww z e '.'wW -I ww wwW 0. 0- ao an. c) 0 00 L) aaa as c0 aaa v ciao v 00 »U >>> °� v0o �° vv ... 0 0 0 a x e x e fl > 2 Q a x e v� x BY: Date: a•' C ° e N H '*'4- N N F �} .r �_ _ = F _ _ _ N H st d' N "C' d' a' BY� Date- C-4 O D O_' a N N � N N N N xy = 0! cal N p d' w O Ir O N N BY: Date- M I I tin 1 1 1 91 I I ri I l i cv 3 1 I� V I I I to Bi Date: 01NNy mnr 01000 0'00 O'NNO N W 040 p' NSA �A ScC� Nc001`� �- �6y''N It ^ C4 pm NIA In NOOO 1q Obi rn Oi d'il a0 a0 dal m"r'ar g� v Nco pj M'' 01 OiO �zm OO m II COOasODW m+ II mm 00 ra+ Nmm ;n ins r UF+ .1 m+ CmaOm i0p+ ®m0I 0 1' 2' p N N N N N N N N N US N m m cad v7 M co co tb tn N N N OM N N N J pN N NNN cv �N NN pN -J pmN J O N z W II {I II z w t N F w I-' t.� Z W 11 B® z W U II z W II II II z d Q sn < a ti sr cn �� s IE II n a � a E TWO INCHES AT FULL SCALE. mF ?I,il,iw U�wwt'S vN �W41 wv aww wog ce��� cmit~n www m�t~i' www IF NOT, SCALE ACCORDINGLY 0VD - -_ S'wpo -2)- ZAFZ* +ti W ROLL 170 1 1 r O w `O a o °o N Z N N Z� w =- J as Z K= O W3 �c N 0 N i[± CL Y N t :R 3 y er a =' Ld n w Q o <' b I N SCR rPJ o w� mm a W z z 0 Zz C o O7 Q W Q v 3 O cc .1 w cV z Q IL LL O CC 00 a c �t �O LL a z a a O� <� Jo � z CL 0 CID is t- UZ �O Y I� W W 'r. SHEET: 8 Or. 32 JOB NO.: 00716 DWG PLAN6 SCANNEO MAR $ 8 2003 SHEET: 8 Or. 32 JOB NO.: 00716 DWG PLAN6 SCANNEO MAR $ 8 2003 11) : _ , W- (L - i,_ _j - L'i . - - � , �! - ;: PZ r : ,5 co im 0 cc Lo + 04 C� .,t C; 't 16. N _j � Z uj 01 _ � I - 1_' 1 C4 ki ai F m Lij �'�� r - - ��,, I I , _.� 3: � ,,, W i 1 � I 13- . C. � ,,, � Ei - I �� { -_ U I 00 a I,- i 'm -, w . � j " -,,,��: " !2 ,_ rll; I I C-i - ` 01 � Lo;� i I � � �- Cr - L, - oo 1 " � U.1 I , ,< 1 R - _� " - � o, r- c,1 e) c! L2 4 � - m 1 '� - o - r Opp o' 0 o , , 1 � - - �-- I , > In: � . - - � 'i c. ,_�; - � L. 0 � ,� � I , + - z - 3! 41 I � . (+o < 11 .* t- 0 � 1 o cq �11_ � I i g) C11 L, � a) w cn ,,� i h 1i z . I I') 1-1, - z I . m LLI N :2 a 7,-, i , �� ,:,� ! L- - - x �� -1 - 01 I I : I i,� <g it �11 c o3 < w Lj ,, ; r ��w Fx W , . __ I I i w ! om (1) Lw� cir !�! I F � I � I 20' 10' 0 20' 40' 1 1 1 1 1 A 6 w X O -� iU, NH W _W,!� Ld �� � w . � a I o F=v 0 Z ii� m Ili- W �! . . % U ii� g Au o(n Fr- __ - �1_4 1 1 t--,! . , _y - I � 1'� I- - ii -. , ; 0 'I I �1 - CONTRACTOR TO USE CAUTION I 0 1� . i W, F= !�! R x �, ? I - I ,--' Z DURING EXCAVATION OVER f 0 1 z .�� 1 �,a 0 \ _ __5_ - / I , WATER MAIN o � I ::) ME I � I , � ii� "I � / I- I V) P! , uj ", I I i I i - �� 1 - / Lu w I Z -a &u - - a / 0 I i 1 ji I - w - � � : A- I � I I _11 10 /2" ,_ I � 01 1` 1 � � � � F, � C -";-----,, -------- — — , v 10 4 �� I—- , / 1 - ! , 0) ROADWAY & STORM DRAINAGE NOTES k!11 . . , , --- . — ---� 11 a -, I ,I— — — Z I ,I:,, ,� I L_ ___�, - , - - - 4 , ��,,, I TING INLET, CATCH + __ t- T !---�---�, __� __ �: , NE 7TH STREET D 4 y �_� � � --- ��_ � _ 10 � 0 CONTRAC70R SHALL REMOVE AND WASTEHAUL EXIS � -, _ C - A- I'll I , _ - ' __ - _ ,, � � I - - 12" C C '� � - '_ � ' ------) -BASIN, OR STORM DRAIN MANHOLE. - __ ,_� - 2-tt - �K,�_�O �i����:::� - , -, - --------- , w - __ " � - .------,-----.---. _ , __ - - - _� 11 . - - - , -1, LI � fln'.- "I p cv 60 ______ - ID -------.-- . - ,_ - - I , ,.-I: 1. __ I , _0 )n - - - , I , I - I � �_ -I 1 I I - � I . _ -, . -__r-:-- - � --- 0 _____ - , I : , rr .-A-1, . �_ - � -1 -111. F, - I I � . � " � � - � ., , , -Ti �-- -----_,__-�, ____i�__"_,r - -� . i , , ,= , : , - __ c - I '7� �,_ - -1 _�.�____ � �, I Q CONTRACTOR SHALL CONNECT EXISTING DRAINAGE PIPE TO NEW STORM �__ _1 __ I - - - - -I---- - --��, � ,_ . �, . . 11 , , i - . ; �� _____ , , - I i ". DRAIN PIPE WITH, FERNCO ADAPTER. w - �; I - r --si -, ____ a.- 5 L�_i==L__1 _V�l - -, _ : se� :_ - __-_____'1 , �i --t-". , _ 1 o, I ,!Ii� - ----- I --,, �L L L__L ` -4- " ----------,-- __�_ ___�__ -, p , Z� - , ______ -i--t I 1 5 . I + CONTRACTOR SHALL CUT AND CONNECT EXISTING STORM DRAIN PIPE TO , f - ,N___� �g --�-- i I I (D M .- ----Q;l - , �1_ 00 _________ ---�----�!,-----,-------��,.-=---- I--t- x- � i 1 171- ,�,,,: i co NEW CATCH BASIN. 3 -- - I 0 ". . .: �1 - I \ 1qLf! - -.---------28- N CONTRACTOR SHALL INSTALL PERMANENT CONCRETE PLUG IN UPSTREAM 6 26+00 � o - � _�__�Z_"___ � . -.6- 1 i � - (D - IN It 11 I I I ___ _ � ___ i . I, - FIND OF EXISTING STORM DRAIN PIPE. 6 - - ).: QE .. - � - - .-+. - � -, I 13 F- �-i�, �� - ■ * ', - i � 6 �! . -- -, I - �. - � . I , " --- I I f_i_ - 0 1 - .4 CONTRACTOR TO' "ETHAFOAM* , �-�� _ � , : 5, :E 5: -I � __ - I I , i I I < w O. - �_. - ■ - � ---- 1�- (D CAUTION: POTENTIAL i CONFLICT. - - - - ��--� _____ I ------------- " � � � \ I�- PAD AS SEPARATION BETWEEN UTILITIES. - 0 i x r - ------.,---- _�_� . ______ " � . I : I 1, C, __� - -_ ____ cc � 0 ir . _Zj_:�! -, . - L :-, --------- � - 6" STIP _____________1____.___A1_ � I I < w 11_ ___ I ,, `_� _;41_T1 I u 0 1 1. � 4 < 0 0: m IL X - (D OVE AND WASTEHAUL EXISTING STORM DRAIN PIPE. 1� < ; __-�Z:, L- � �� i . [a 0 U) 0 C3 , < - &� ,_ t ___ I 7 - , __ I ,� : U) - __ &_1 - . . = I �_11'1___ ______,L�__,�___�_�_ � " � CATCH , BASIN OR MANHOLE IN PLACE. . . i - ,�, - z (D I - , - IT- , I� , , ------- - I - I : . 11 - , , i 5 - -T-7- , , , -1 0 - I - le, __ __j I , , I 7=T__=; _j u � � , � i _-_ �� �-- I I - , , - - - , - , :� I -1 i- _� - 0 1 - q ___ �1 _j � I i f -J:_-]L_� 2- - - . - ., " � I --k F LOCATION OF EXISTING - �'111 f7 ww� _�L _� L___ - 3:: 0 \ I L �!_�_ -1 - _j CONTRACTOR SHALL'POTHOLE TO VERiF Y, DEPTH AND LOCA 0 1 , , , I --.,- ,� - -- � I - �-, i ��� �.'�--tl , � i I - I � I -_ - f AT- n < � I : - ". ,.- . �, " . - � --- � , - � _ - - � I �11_ , I , I I'I I I , -_ - a,� __� 1 �D � � - . i 1� � WATER LINE. IF THE WATER LINE CONFLICTS WITH' INSTALLATION, OF I � I x CITY E3 La, \ - " . : i4 � 1. '_ -"- __ IL, _\ , 1 � " :` ._�l I : I , , , 11 I THE CATCH BASIN; THE WATER LINE SHALL! BE RELOCATED 'PER THE : � "I - 1 _,�� � ", � _� :, i - - - - - - __ , - - - I I \i, I I I'D 0 1 �, F- I j - - - 'co I , 0 . \_A I 1 � I I 1� I : I I - \ 1: SPECIFICATIONS. I I , � 11 101"11 if� I I I ! I . !I ; I I �: - . . _\� 15 1 10 I I ! I ; Nd- < I I \ ci� � , \ I I I I 13 , , t - V - I I I Z_ I CONTRA PING, SHALL REMOVE,� PROTECT, AND RELOCATE EXISTING I : I I i . ,I - � i 1i I I I I 1� -�� C; 0 - - - 11�, � I I - SE CORNER OF NE 7TH ST & HARRINGTON AVE NE � -) il � " LANDSCAPING; BLOCK� WALL, AND/OR ROCKERY. COORDINATE WITH \ I- i I I z I � 2 I t . 1 ,�f I- 11 _Z� 5 1 Z I I i- PROPERTY OWNERS Y) , �_ I m i7 �, , , , w 0: - - , . '. - ". - � - � - , �, �2 It in N , � _�-� � 011 �, - - I 1� , - � � �t I :� I I rz r1z r.: I _1� �, . . - �,, � .z .- in co dim 0) 0 1 � ,"c 9 ,� , + co. C7, : �, -t + N cq ,7 1 �- M + !I It C-4 _ ,I -_ I-, t ,; _� -a. 6 C4 _j I � C5 N 0) - n I 1* z . z uj N < t fi I m F__ POINT OFFSET, I Ei I DESCRIPTION I I i C) . BEGIN m 0 : I R= 25.00 PC 27+02.00 41.00* RT 301.49 A= 89' 59'54° 1/2 A 27+09.33 23.32 RT 302.15 L= 39.27 FIT 27+27.00 16.00' RT 302.82 ,CENTER: END I 1 1127+27.00, 41.00' RT - I I/ i 1 I � I I I , � , I 1 p . I I -11 �i " N �_ . I I I I q� CONTRACTOR LINE UT EXISTING SIDEWALK AND/OR CURB, m 0 i IZ : w j � I - " i , ZZ ! � � X - f W_ I w I AND REMOVE AND WASTEHAUL CONCRETE. CONTRACTOR TO INSTALL � P z I -,, I i _ I i . x g I - i .4- i I . I i .* . - , � - -It I z. �z ,-� - I I - i _� -_ � 1-4 .,F � � < �� � Lo - LIS CEMENT CONCRETE ROLLED CURB AND REPLACE SIDEWALK IN KIND'. ' -OWNED MANHOLE, CATCH BASIN, 0 CONTRACTOR SHAM ADJUST EXISTING CITY U) I z 2 0 cn 5; w . 10 r- , I : * 1 iin 0 � " - 5 io � �1 1 . F) + , C-4 UTILITY 1 VALVE BOX, CLEANOUT, 'MONUMENT CASE FRAME TO! GRADE. U COMP- : V) "f ,�, Irr I � � � 1 I MI I cli (3 , , I � . � 0 1i - 1 r C, LO r, -1 ,,-I 1 c , __ I I 1 + r, .1 ANY TO ADJUST GAS VALVES AND/OR TELEPHONE MANHOLES. CONTRACTOR 5: w I � 111 ,- I (f) I <- z . � < I . ; z I I L I " 11 � (3 1. , - 1 . , I I', Z :< Itn1 : I .1 14 TO COORDINATE. i w ��'. I � I'll - . I iin m U) :2 CH. m i'� - .1 I i- � '. I �E 0 U) � 4 x i � . m U2 CONTRACTOR SHALL FURNISH AND INSTALL CEMENT CONCRETE APPROACH. � :2 , �_ Q V) 0 I_ , _j ' -- I i , U (n EE !9 � 10 2 ,,-, � ,_ --- � - 1 �"" w cn I _F-� �_' L) U) SEE DETAIL SHEETS 24 & 27. 1 C3 - I � w . ; . � I . . . . --------- : ------- - 4 SAWCUT EXISTING DRIVEWAY FULL DEPTH AT LOCATION TO BE MARKED IN _: 6 ......... ..... - A --- --- :18 .:CRjto:: ::: :: ----------- ; THE FIELD BY THE ENGINEER. WASTEHAUL EXISTING PAVEMENT AND z . m -13 � . .. - z ............ . - � - - . _ � ------ --------- : --------- � . ------- : -------- ........... : ......... I ....... � - I . �. . 0 � . -ff- t�=4.i : m :Lf�: � - �, N .......... : . - - - ., - - 4 - :;� f- ----- � ...... - 7 . . : ; ........ : --------- : .... � ------------ : : 1� ��-. - -�: I 1": �TORM":PiFi I . I . - 8 - : _135:_ - . . NO :56 ::: :: ' --- : ----------- : : ------ - . � - . . .. . . .: ---------- : ---------- : ... ': -. :: : : :: " : �:!:: 5:TQRM- i S�-%Qlo -------- � --------- :---- - . : : ------ __ ------------------- � ........ ---- m ....... ' . : - * * STORM: RIPE: S=0.wo. . .. :. *.i.: .......... *; . - REPLACE DRIVEWAY IN KIND. .- - - CB- NO_ K* i59 * '' - - __ _. :::::: :_ QtEP ... : ------- -- * :: _�8:No. - - . .- . . .......... : ......... m ------- . � .... . . .� ........... : --------- � .. ..... : : :57 :: . . . . . . ---- I _: ......... I ...... :: � �,,] -1 ...... : ---------- : ------------------- ! --------- : --------- � � L ................... ; --------- z � ..... .. : --- ---- ,:-. .. __; --- .- � . . . . - . . . . L ......... : --------- t ......... I ------ ------ ----- :__ .. I --- :: ... I ......... : .......... : ....... . �_ - - - . .... i.: --------- - I - - ......... � ----------------- * , :� .: ........ ..... : � -2-:1 ::-., - - - --.- --.- -,: ---------------_ _': --------- : --------- � G CONTRACTOR SHALL NEAT LINE SAWCUT EXISTING SIDEWALK AND/OR CURB, � 5: k�z � ---------- a ......... � ......... � ...... .. :_ _ . ; � ---- --- I .................... : ---- I I * :: ': ::: ----- : ....... .. I ..... . - - . - - � ------------------------------- . � 310 - -- - - - - -: ......... : ----------_--- -- : --- : :: ::-. .- : : ------ ---- : .................. ----------- : ------ . . 310 AND REMOVE AND'WASTEHAUL CONCRETE. CONTRACTOR TO INSTALL _AAjui �� . ..... m ...... .. I ------ .. �:�� 1:: :: ::: --------- : ------------------------------ : ----------- @Z. � ......... : --------- --------- ..... .. : ... ........ . z : 296 ::: � ......... : ---------- : ....... - . . - :, . ----- : .................. : .............. � : . - . __ z ............ I .......................... 11 -_--------------- * -------------- ......... I ---------- ......... i�;� --- ---- r< .. ........... � ---------------------- -------- --------------- � --------------- � .... � .... CEMENT CONCRETE VERTICAL CURB AND REPLACE SIDEWALK IN KIND. � - ............... : .................. ; ------------------ I -------------------------------- ---------- . . � - � --- --- : --------- - . --- m ------- ----- : il -'I,-- - . 10 : .... � ----- : --------- I ------- ---------------_-- ------- -- : --- __ I - ; ----- - - � ---- ---- : ....... : , --.V, ., �E-R- . I __ --------- � ---------- I --------- I - - . 4 1 . :1 , - . - - . � ... .. : ---------- -- - - --- - - - - - - ----- -I .................. : ---------- : ....... a 1'.4) ......... i- .; --- --- . ... . CONTRACTOR SHALL PROTECT EXISTING HYDRANT, SIGN. WALL, FENCE, � . . : .. . . - ..... : --- ------ : .......... .... : ... I ---- z --------- : ....... a . - :1 ------------------------------------ : _----_------------ �: : .. . .. � -�� .!" -pt - - . . : --------- . AND/OIR LANDSCAPING DURING CONSTRUCTION. w 8 �x - - - : w , , "' " *��2 �-�,-,-::::: ---------------------------------- : ----- --------- __ ... , , - -_ . - - 1 ----- *--*--.::::: : ::: .... a _ .... : --------- : I - _ - ......... : ----- ----- I ------- -- I ... : ::: ............................ - !I._-, �-, 1:-Z �,,,� -jE�� : : : :::,::: . : ... � R ... - :::I*'*' ...... . a pm ... -. 11 - . - . , __,� i: : ��D �". i"4,:t - .... .... : 0, :: I ., -.1 � ----------- : --------- � --------- � ----- - - -, 7�11 --- i7a ___ � , CB."� �p: . ...... : , �- . ...... : ... ..... � ----- . .:1 . . . 1 CHANGE -' � � - r ....... . ��A ---------- : ---------- : ----------- ,.: A : I ... � - . - � � ................... - � _� ...... . NG _ . t_ - - - i �' , � `. i"j-: , .: : : ... I I : -, - . 1._:j.cz , ------------- __� � - �4� ------ -- � . a PER - � ......... : ---------- : ....... t �� �i�,. -, x�� �, : . . - 305 \i5r 1. I � - i� : :::: :: 1fj . 1 _. - . :�- : ---- : .... � -------------------_ __ - . - . - - : .X - _: ................... : . _��'r,,�� .. ...... -, $,I- : �,)�:, -, , ..................... �z - 305 '__ - *-'*:* ...... � ....... ::� ,: ------ - . .. . .... ............ : ...................... ................. :I,- - -,::-: --: -D - - ��-_I..._ . - w . , ,,�? ..... ----- � ............................... : ......... . ............. . . - 7 * * --- -- : '' _ : -- -- --- : ---- - -- :_ - - ------------------ . __ 4 - . - - __�__*. - ... - - , : . , . I.- m -.1 ...... . � - -- ------------ 1 ---------- � .... : _----------- _��_, '__ ...... ..... TALL EXISTING FENCE. I- .,- .. ............ : .................. : ---------------- ------------------ : ............. .... ----- - - - --- --------------- � ...... . . .. .............. � ...... . '�'�� , - ...... : ------ - . . -------- Z. . . _��_-�',i _: ---- - : : ___/ 1 ....... � _: --------- . .,.--., ........ I . .. -.,-:-. _. -�__ ........ .... .1 . . I . - -c�:i:: :: � --- :. ,.� _____ �5 CONTRACTOR SHALL REMOVE, PROTECT, AND REINS . : 1. 77:�.V, , �,�:,, � " 2 ----------- -, " s,�i-:: . -I ......... : .......... : :::: : ----- I ....... I .. :: ::: ir� ..... , :is - __: : _ 1 -7 - *: ................. f�::::::1 ........ : -:.,:�A_,o..-_. '_ : ---- ---- rv-,\ ---- _ .2-. ----- � ....... % ....... .::. 11 _-, :::: w w :,�. , .... -1 ----- -.":::: i * - -� ........ * , 7* :: ----- ttx ---------- ..... *::::::: I . '.1 " � . .. -: :5�,J; �-�',: ," 1�!f .- - - : 'L - : : '' - I e _1:1�' '_ ._: - S� * 0 . : ....... i ......... �� _1 I v. .:. .I ------- ........ &_ --- I ..I - I_: 'm . . : .... �1: - w ..... - ......... : . --- J . . , I . . , �_� � �;/ --,I - - , - -: ---------- , --- . I ... d ............... 7.. ......... I ---- � �. , . :: _�� :. q� C NTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING SIDEWALK, : .. .. ..... : : : : : : : : � : :: : : : 20: L.F, - 12':CkP--- ------- I .... ,U�Y�_1_11111v� _------------- I . . � ;_ - ---- � ---- _6 - - - - :-- -.-STORM-PIPE-S=OzO15:::::--:-- ::::::::: . .i: - - ,� " I ", " I ,.� - , - PAVEMENT, AND/OR CURB. - q - , I ---- � ..... , � ... : -------- . . , , . . - . i� :. . .... : . . IK .__ . .:. . � : � Al - � .... . ---- � ..... � ---- ------- _: ..... --------- : .......... :. - -, ,�� ". � � - - -:7 - I I ........ � _.� --------- : ---------- : . � ------ ------ � ......... I ................. ',',�, < , , ." , . ............ . . I . I . I I S: - - .: --------- 1: ......... � --- I I .� ........ .......... :.. � I ----- I .......... _7. ---. .- 1 300 �_- �,, 300 L --- ---- : - - ------ -- � ------ : _�� _,--,,�.�-',7.�n_ 71/ �1,y - - - !,. - I :: : -..,. _: - - _ . q� CONTRACTOR SHALL FURNISH AND INSTALL CEMENT CONCRETE TRANSITION i - . ---------- :, , * ------- : --------- : ------ ** ....... * -- ----------- * ---- I .... � ----- - .- .. _�'. "/�1`/`"`.�""/,.-�'�:,:.�i..,:', -j- .: I __ - - --- 1. _. - � ......... : ...... � .. ........ _. 0, �. -------- � . , �-' -� 1�_ ........................... .... 1A.. L___ !.. --- � .... ......... I ----- I p - --- . --:-r-:--- ............. . I ............... : .................. : .................. : ---------------- **: ------------------------------- * ... * ---------- ----------- 7* ---------- --- --------------------------------- * ------------------ � ....... 4_,�� �,�, ,� � I I SEE DETAIL SHEET . 17�- - I - �--/ ...... :. . � ....... - . - -: - - - , -I- ", , , , ;"�,��, --- SECTION` WITH CEMENT CONCRETE CURB END SECTIONS. `I � --_ --- : --------- --------- _ Z'e- ---------- i � : --------- : ---------- :** ------ --------------- : : : : : -�::__��_,;�__,- ,-- , 1: 1. . - 7 -6, - _�_:. . 7,0.. � ......... : _- ----- --------- ............. _ �1,/,,�,�1.41,12 ...... � ......... :. . ....... I.: ..... �.. - �'_ 1 .: : f --,** .... : ---------- :-* ------ -,77.�--,,�"-;>��,��;�,A'���'���,. �' � � : . - : ---------- I ......... : ......... i : ..... ... 4- -I- � I I I- - _ ... : ....... . : --------- � -------- : -------------- � --- �,� - -:71' 7'��' ' I 11:��sll ....... : ......... I ------- � ............ : ........ 1. ; ........ . - - ....... --:,--- - -,,- 7� . . .- .......... : ......... i - ----------------- -- - - "�' - 0-A-1- -.. �� ------ �g CONTRACTOR SHALL REMOVE, PROTECT, AND RELOCATE EXISTING:SIGN. , - .� 1-ml. 11 ,,� I : -, - -: ---------- : ----- ........... ........... : -------- : . ,�,< %',.:' ---?--, --------- - ;,�- , " ......... j --------- I ..... ; � I .o!k L .......... :. . - �,,, � � , .. ................. : ........ . : ------------------- I ..... .... - I , s - - - ,- 4�/-,��,f. .1 - . . . 295 /2"' CONTRACTOR SHALL FURNISH AND INSTALL PLASTIC STOP BAR AND . i --- � --------- � - ------------------ -------- :pjpr_�S:zzi : : ... : ........ : ... - _. - .� ----------------- : :_ \fy 29r, � : : ::: :: ::..�:,,7�7*-,-,.'�� ..... - � � --- : --------- :_ , - K -� , _ �'-" � ... �,-�'. `� ........... :.. 11 1 I � 1 g � - ,.> � � ,� � ��_�'Z,�_,�,�"'�-'m'��, /; 7 I --- 1"-*** ---- � :: : :: : : :j86 .LF.:-- 7 - - . . _4- CpEp STORM � . - _ ... :__ - -,:,* -------------------------- i ................. . -_ - -- -� - __ . ------------------ : --------- -------- : --------------- _ . I -----_---_---------------- imil _-.. :.:-. .. � . 0:017 ------- I'---- 11� .- : 1�� -- --------- . 1w q . I .. .......... ............... : ...... � ........... : ................................. Ep._-�STDRM__PII`_E__-.'S�= 1 1 jpp�� 1 i 1 : 1: - :: .... �-- . I. . ... I --------- : -------- - : - JIB -LF.- ;-- 24- -CP1 , _��_�� ...... � --- : 5 ......... "I 11111:11 ; : I , _ .. .... I... . � ,�� ------- ................. f ........ � ------- -- ! ©CONTRACTORTSHALL CONTRACTOR SHALL FURNISH AND INSTALL CURB RAMP 'ALTERNATE' PER mow � I m - : Z:� .... ::: �1 III I � m . ............... . : --.-: --------- � .......... CITY OF ENON STANDARD PLAN NO. 005.1 L_ _j 5 . : .......... � ............................... : ....... . ------------------------- - i i ....... ......... . . - '' __ - - ------ I * -- ------ I ----- w- i IN -------------------------------- ::..,.. -1 L_7__�_,_: : -, ------- ------- : .- il:li:ii;i it, . . : M: , - _� : . _. . ---- K �L - � - 2,�' :CPU� St * ------------------- ... ......... ......... -1: ---- .... .......... : .......... �: . - � , ;I 1 ; 1! ...... w - _. . . ::::: - -1 .... ........ , : : L . F. . . .., . . :: : : :: ----- 9 . STORM PIPE* - � L . ..... ........ ! .......... I ---------- : ------ --- : - -1 .... ! ----- -- - I ......... : .... - - - " � -r ,,�� 1 �- � - ,,�-_ i� -- -- --- � ---- --------------- ; ___ ........ S_ - -INCHES COMPACTED DEPTH . m .,� . �. I, vcl s,.t, ;:r --- . - __ - - ,I 1 ........ � . . , _ -------- : --- ---------------- -b.030 -- --------- FURNISH AND INSTALL 4 . I ------------- ::: , , ___.____.._______T ��r�.� � c I � 290 290 :- - - - - - -: ------- : ......... � -- ------- : ....... L_LL t_- - �-- _.- � _�__ __._�___�__ . . ��� - � ......... ; ........ , :: : ." . BARK MULCH. _�_ - . ______._______ --- ----- - *I---- - : ......... I - - - . . . . . . � - - . ; - -------- :___ ------------ � ----- � --- : --------- � ... ... '4=.....� ....................................... . f a ... ...... _'� - . .............. - -:-: w - : ..... . : --- --- * 1:1 * * I ---- 1�1*1 .1 .:.o.�__., -'--*- ............................ .. w ............... : .................. : ................................ :_-, �� -------- ��.-- .... . .......... : ..................................... : �_ r 7 . - - ---------- �:�.-��-�.----�-.-----------.-,..- _ ...... = --------_----- ... .... ..................... . . . I . 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I : : �:,8: .1 - _: . ............ .. - - , Nit. ------ -4 � ..... .. : ... .... � --------- . ..... � ..... ............... .................... � ......... : .......... : ......... � `. . : . �; w 0 � ...... ............ 1� -.---- . 1 ..... !__ - --,.,*,,** ..... .. . . . r �'_ - ----------- ----- S=0.042 - ----------- : ---- : ........ � ----- .......... .......... . .--- 1 : . ... *::::-*:.-! --- ..... : ------ --- z 2 > Lu :: : -:- .. : : ... ...... .......... : - ......... o -_----------- .................... * * , . . SA,N iP'� F,��vFp, /"\ CONTRACTOR SHALL CONNECT SANITARY SIDE SEWER TO EXISTING TRUNK ............................ � -- -- ---- � --------------------- � --------- � .................... : ........ . :- . a . - . . . L . : .............. : ......... ; ......... � --------- : . ........ : --- ----- � --------- � --------- :. \:E� ................... � ------- : ................ ... : - --------------- ; --------- � ...... F� .... � ... : , ........... : : : :: : . . _: 0 EE 4 -) 0 * ------- PER C17Y SPECIFICATIONS. .......... :' : ...... 285 V) 0 .- . . __ ---------- :w:::::::A��..- -.. -; .................... : .......... : ......... ; ......... � ........ 1: --------- - ; ........ *: --- ----- I ....... 85 L ......... : ......... ! ....... , . . . , I -- ------------ ---------------- � --------- : ........ . : _ _ _ _ --- � ......... � ......... : ......... ...... . - � .......... : ........ � 1 ......... � ... . . � ...... : ---------- : ...... : . I - - . .... I- < ju 0 + 2 ..... : .......... :_ _ _1 ..... :.. . ... , ... ..... � --------- . . ----------- � .... :� .................................... � ........ 11 --------- : .... � ............. � -_---------------------- i.. ------------------------ -------------------- ------------------------------ : .................. : ...... � ----------- : ----------- /11\ REMOVE SANITARY SIDE SEWER MANHOLE ------------ : .................. : .................. A.. � . . , . . . . _L� - , - z 3, o im w im � . : ......... : . ........... .. �____ ......................... _ . . I - ........ � .. ...... :---- - - .: ..... ::. -�- : . , 1 \�y .j C4 . � � -] _e . �,-OQNC, 0: L r6 0 ---------- * --- *: ---- -- -- : ... : ------- -- ---------- : - - ------ : ----- '- - . -1 --- � ......... : . ............ . I � - � � � - .,�. I ......... --- � __ - ------ *:* , * ..... __, - -, , - ` Q1 LOCATION OF EXISTING DRAIN APPROXIMATE. CONTRACTOR SHALL POTHOLE ul 7 . .. .... : ........ -- :, - .1 , * - , * * *:* -- --- :-* .... -- ---- **''* ----- : ........ ; ,� ........... � --------- : - ----------- ----- - "; I �:� � - - - - I ....... . I ----- : .................... " : � -)�-: ::' /I 1% z lu Ok - �- i - , ... . 5.RE_- - �,�� , _ . -- -------------- �:f , ....... : - - - - - --- -- -------- � ---------- : * ... * ............... I ..... ... : ......... : --------- I ...... . I . ........ -.---- . ....... � ......... :, -''**''*:, �. - ' \Llj - . __ I . : ...... ---------------- :* :__ - - --::� ..... � ... : --- ---- :* '' * ------ --------- :41N�li _* ....... -------- ` * * - ----- : --- * ...... ",�,::::::: z ........ : - . I . . ------- --------- --- I . . . :::::- * * ... .... " * * : 6 - ............ ............... ................. ................................... - --- ........... .... 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OPJGINAL SIGNATURES ON DESIGN PLAINS : , .zo I I 1: 0 wl lj� N - I I <:��, �: wz � I '_ a 1 � i, V'' - �<0 1 3: ;, .� - - "I � a- .- ! , , I I 1 � ! I 0- U) (L , � 1 �L __ 5,C) IIIi uj 0- . i . 13- I � � LLI Ld i I ''I I � F3 � ui a w � ' SO -- ul ' w ! I � 0 I 0"! Lo,-j � 06 Q_ 1L I I : RECOMMENDER FOR APPROVAL, , I I z , 00 ci - ; > �� I ; � L ��, oto d a. Q_ I b 0, - ! ._ 0- 3 L) Q-1 ! V, , ��. c� �.L > �_� I - I cL n. i I I I I I : 0 0 � I -, , �,� E - ZI! ! : � li 6, 8_ 1� '* 12 .:!� Goiry � 8/30/01 1 � cl- _ _� 0 (3 1 1 Date-, - � � i� I- n 0-- i � , I I - I i __j , , ! 001 1 C.4 F- i I � By. - , ". I , � , , � - ,,� 1 C4 a W , - - . �D.i i � 8130TO1 . ,I I � I I i I �q_ I I , , , � . - - , 1 N im�- -4- * 'co 't � sy. Ronald Straka , ' N o ii-- j " I I -.1 � -1 1���,_- - �-- 'd- - - I I I cq 1 , , , . ., t" ::� " - _,_ � L, Zim � � , , ,, I I 1 i 1 4-1c.4 �-, i T �, cl, - 04 ,�� , 0 A c,1 N � ,c I ,g w - � � - � "4 1 By ' ' i Minh, !I� Datei R/m/ni � , I I I LL Lj,� _j 00 C-4 C-4 1 Ld. � , 1! L; L CC, - i , i ! ,f � I I V) 11, i I , �b 'I t � jL 0 - U) � �?, -:!I I� i �� /e /2G /of �9 �0. r'- I I I I r� r '4 , � ! �� 'I 1 , - � 11) 'd. K)! , I By- I Date: 0 4 , I V),*, � � i -_ 7 � - �� c� I I� ! I SHEET: d m O,t 0 0 �1 x -1 I �11 � 0 1 0 � ILI' �7 In � . � ,6 0 00 co I I i ; r_: � 1 � ,,, , r cs.s 10 oio o _: , �_i I I I _' X, - � " Lo i W) 0 V) Lo Lo I . 1 9,q m� -1 � 1`1 1`1 K� i N Lq 0� I - �fL In" .11 . -Z :�_ o . � I � I P, in ,� 0 a, n ZZ � � I 1� J,- � 1 04 It cli It - I ,-,-, �� 10 , to* Lc* Lo + , li * 10, i 0 , 2 � ; OF. 32, z + 11� +i I; CD c, IIZ� c:1 1-1 Lo Z)!+ II i- Ii �,� _'� ,.tiz ! D I (", 4 �[ - (n � " � �I 1-1 .11 M �, to D + 11 ) r- � ill 0) 0) 0) 0) (-' �t 1 �-�. �, , I, � ,� " m,o) : i : C'4 C'4 C-4 C4 - I I �q - ,14 1, I 2 '_ A LLJ I N cw 0 0 1 0 � (C"4 jiW C-4 I � C-4 Q z Oil ", ,,,, 1 I:— CM) - �c, 6 1 - , e � - �4:� 1 ZF I .10 ..d� c", � g� . Lo __ d __ , W � 4 ,� i!� C5 04, _J 14 04 I c _j I X N! d z,, LLI, ', 'i zic : Ld 11 11 11 11 � t ,�') "; �!.: 'I i� 11 1 1 r , I 'j 11 1: 1. L If 11 Ill �� ,_, I - I I, Z F .,j � LL, II li m i,,4 � I[ 11 i . TWi INCHES; AT FULL SCALE. � �� JOB NO.:I, 00716 -� � _! ,I �. �_, U�, L;o L-- ut, - V) w _1�1, ; `I - I I F�; - uj Lu ��.: < _ , - , < I - - 7 - 4 �, � m P: � w w ui ,1� �� I - 1� ,L� M, - � L) U)L W_ - - IF NOT, � SCALE ACCORDINGLY I m �-_ 7 LLI LJ LJ Ld 1 - - _ L, I, 0 9_; -_ � � . I I � DWG: � !, PLANT - Ak, � V) W 1�') I L� L I � , wva -z 2 - ae L)§ & � � � � - , - C.) � � U) : W!g w -1 I I : P� 011 / "I d ,_, , � ''� L, 11 , I : , I 11 �� ",I, L 11 t 7 I , , I I i , r , ,,, , I I I � ILI - ,j , i , � ''I L': 11", L , 1 1� �n��Ii �- Q ,!,,�,!�,�A� ''!I 1� [ , : , � 0 i r 0, L 'i '' � It , 1 I I� .W "I : , ; ,I : � ! � "i�lij": I . I � ILf 'IL , li� I L, , � � � � 1 1 ,I F'R " � l�� :,� , 1""f ,�L � :1 i 11 � i Ro" , 1181 I : i i , � 11� I ijjji:!�!�` � I "'r , , ' I I 111 I , o' 11 � L i i� ,i; I I ''� I I L: 1, 1: iL:: ": i , I r � � L 1: � 1 � ! : � I I : � ; I I I I I I , � 1� �,,:! :I , , , I i : I I i I I I I ; I I ill I � : I I � I 1 i 11 I , I i : : : I I I I I � �� I i I I � : I , 1 1 1 1 1 1 1 ! I I � � � , , I I I I I I ,,� I : I I I J I , I 11 I 11 i : i.A, gq,I In 'I L , 00,01 S I Yll FRI o ' 20' 10' 0 20' 40' > • Lo 0 U) cn C4 uj rn 7P 7 + 7� 0 Ld uj co — Ld If m N i UJI OD W C, O c; 10 z Ld mcn U., CONTRACTOR TO USE CAUTION1 DURING EXCAVATION OVER t, Z) z Er CONTRACTOR TO USE CAUTION J Im DURING EXCAVATION OVER WATER MAIN WATER MAIN W uj 10 .71 3 1 5 8 ROADWAY & STORM DRAINAGE NOTES U) REET __ - 7THjSTF 77—,� � �,' 5 CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING INLET, CATCH MANHOLE. NE __ 1__-r 7 I tp vfi_ BASIN, OR STORM' DRAIN CONTRACTOR SHALL CONNECT EXISTING DRAINAGE PIPE TO NEW STORM 30 D 4 13 DRAIN PIPE WITH FERNCO ADAPTER. CONTRACTOR SHALL CUT AND CONNECT EXISTING STORM DRAIN PIPE TO 0- a: C4 cli o C0 NEW CATCH BASIN. c + CONTRACTOR SHALL INSTALL PERMANENT CONCRETE PLUG IN UPSTREAM + 19 x END OF EXISTING STORM 1 DRAIN: PIPE. cj uj Er 12 CAUTION: POTENTIAL UTILITY CONFLICT. CONTRACTOR TO USE "ETHAFOAM" 1 19 5 PAD A S S EPARATION BETWEEN UTILITIES. 0 1� G. ct_ CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING STORM DRAIN PIPE. CUD) G- 13 0 CONTRACTOR SHALL ABANDON STORM CATCH BASIN OR MANHOLE IN PLACE. C3 a_ a- Q. < Z I 7 EXIST. SAN. SEWER MANHOLE AND CONTRACTOR SHALL POTHOLE TO VERIFY DEPTH: AND LOCATION OF EXISTING E CONFLICTS WITH INSTALLATION' OF WATER LINE. IF THE WATER LINE; t 18 13 13 7 -C Lj REM6VE CONNECT E)kIST_ 8" SAN- SEWER LINE TO, EXIST. 31+37, 11' RT USING' 8" PVC D THE CATCH BASIN, THE WATER LINE SHALL BE, RELOCATE PER THE CITY SPECIFICATIONS. o. 5 13 w MANHOLE At STA. PIPE. SANI� SEWER PI � AND RELOCATE: EXISTING 15 18 15 - F- COUPLING� MD 8" PVC MANHOLE TO BE PROVIDED � WITH MA CONTRACTOR SHALL REMOVE, PROTECT, I -K WALL, AND/OR ROCKERY. COORDINATE WITH rn m 1 In, � p CONNECTION KOR-N-SEAL OT. INSTALL NEW, CHANNEL IN LANDSCAPING, BLOC PROPERTY OWNERS. C.) 0 Z ps 00 EXIST_ ONTRACTOR'SHALL NEAT LINE SAWCUT EXISTING� SIDEWALK A c ND/OR CURB, CONCRETE. CONTRACTOR TO INSTALL 2 U) 5 po q-, + AND � REMOVE AND WASTEHAUL CEMENT CONCRETE ROLLED CURB AND REPLACE SIDEWALK IN KIND. Z U, U) + + if 0�, 0) C5 z cs 0 z m 11 11 CONTRACTOR SHALL ADJUST EXISTING CITY-OWNED MANHOLE, CATCH BASIN, U) 0 In VALVE BOX, CLEANOUT, MONUMENT CASE FRAME TO GRADE. UTILITY COMP 0 In u-, ANY TO I ADJUST GAS VALVES AND/OR TELEPHONE MANHOLES. CONTRACTOR TO COORDINATE. z CONTRACTOR SHALL FURNISH AND INSTALL CEMENT CONCRETE APPROACH. SEE DETAIL SHEETS 24 & 27. ...... B -NOI -------- --------- --------- ------- ---------- f ...... ......... C :LF. 127 - S RM -PIPE-7S-- --------- ......... : ---- --- ... I :, :-� _ ::: C - ------- I * * - ----- I—* -------- ------------- ................ ........ : � : ---- -------- Z --------- .......... .................. --- ----------------- --------------- ................ ......... ......... .......... ----------------- i., .................... --------- .................. --------- ----- -- ------ --------------- .......... .. 32'LF-:. 2� .......... ......... . ...... ------------ .. ......... SAW CUT EXISTING DRIVEWAY FULL DEPTH AT LOCATION TO BE MARKED; IN L ........ -1 ------------------- CB No -.a, ......... --------- ------- . ........ ------ C E --------- ........ -- ----- ------- ---- ----- ...... ------- THE FIELD, BY THE ENGINEER. WASTEHAUL EXISTING PAVEMENT AND ................... --------- : ......... ......... ------- ........... . ..... .. 3 0 L ------- ----------- ------- *,� --------- ...... ------ -------- --------------- -- - ........ 3 .......... --------- _ ------- ::- _* _. ------------ ; -- --------------- ....... ---------- ------------------ : ------------------ ----------- ............ ...... ---------- --------- ------ --------- -------- . . .. . . .- r 'r - ------- : ... .. .................. .. .......... ------- ------- 1 ------------- -UNQM GA7S. JF: NEEDED: : : ' ]D]EFEECT. -- --- ..... .. . -------- ------- _12- -CPEF. MPE: 330 ........... :�320 --- jE: -- ---- -- ...... ----------_------ ------------ _: _. _.__ ................. . .............. .. --------------- --------- . .:r --------- N , , ---- --- --------- :, - : :: : : : : "CHANGE-- .......... REPLACE DRIVEWAY IN KIND. IS CONTRACTOR SHALL NEAT LINE SAWCUT EXISTING SIDEWALK AND/OR CURB, AND REMOVE AND WASTEHAUL CONCRETE. CONTRACTOR TO INSTALL Bar . ........ ....... ......... ......... : ------ ------------- --- ----------- --- ----------------- ----- - ................. ... ................. ....... ....... ------------ .......... ........ --------- zz- .. .............. ................... V- CEMENT CONCRETE VERTICAL CURB AND REPLACE SIDEWALKAN KIND. :5!5 W mod' iw ...... .. .... ---------- ------------ -------- G13-51 ......... ......... .....L ......... ......... ------- -- I --------- --------- - L . .............. �: ... ..... ... --- ........... .......... f. �� -------- -------- -------- 325 HYDRANT, SIGN, WALL, FENCE, CONTRACT SHALL PROTECT 0 ................... :: :CHANGE X IE . ........................... ......... ......... 325 ......... ---- --- -- ------ --------- : --------- --- ... ........ .... ... ---------------- ------ ---- 340 ......... ...... ------- : .......... --------- ----- -_-----_------ ............ ------------ -: ... : ..................................... .......... AND/OR LANDSCAPING DURING CONSTRUCTION. ............... .. ............... ....... .................................................................................... ...... ............ - ----- -- --- --- ----- --------- - ........... --------- : .................... ...... - ------- -- ------ ------- OA VACANT. -- --- ------------ --------- ................... --------------- ------- TOW. e CONTRACTOR SHALL REMOVE, PROTECT, AND REINSTALL EXISTING FENCE. L ......... : ---- ---- --- ------- ---- ----- ......... ::w:w:::'. ---- : _P 20.4,- ............. %: 320 q� CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING SIDEWALK, mom 320 .......... ......... ------- - - - - ..... ... ------- ......... ............... .................. ------------------ .................. -------------------------------------- ----------------_ ---_------------- ---_----------------------- .. ... :* ----------- ............. -------- .......... ......... ........ ......... ......... --------- ----_---------- ........ --------- -- --- .. .... ............ ---------- - ------- --------- ---- 1 . . . . . . . . . . . . . . ; ........................... ......... ----------- VIP-. ---------- IN - - 1- -1 11 - , ...... PAVEMENT, AND/OR !CURB. CONTRACTOR SHALL FURNISH AND: INSTALL CEMENT CONCRETE TRANSITION jON ------------------------------------------ .................... --------------- `7 - ---- ----- e - - , .......... . --------- w --------- -------- - ....... -. : : : ::: 7 5. ------ SEC11ON WITH CEMENT CONCRETE CURB END SECTIONS. SEE'DETAIL'SHEET 27. ux ............. ------------------ ---------- ...... ------ .......... -- ------- .......... --------- -------- ------- ......... ---------- 315 - _: .......... ......... ... :::: -11 ��l ---------- ------ --------- - ....... -- ------- - ---------- ------ 315 ---------- ---------- ...... - _: ---------- :. . . � --- ......... -------------- __ST ............... ...... .. ........... -------- ....... -------- -- ---------- OR ------ CONTRACTOR SHALL REMOVE, PROTECT, AND, RELOCATE EXISTING SIGN. Vs -------------- ------------ ------------- 1 ............... .................. ............... ................ ------------- ... ................. --------- --------- : --------- :, --------- - 19 ppl ........ I- -------- A -- ---- -- ----------- --------- --------- --------------- CONTRACTOR SHALL FURNISH AND INSTALL PLASTIC STOP BAR AND/O R -- ------- ....... : --------- ------- . .... 105 Lff .......... ... ------- --------- ------------------- ----------- --------- CROSSWALK MARKINGS. -------- --------- ---- ................. .............. ........ .. " ........... :* : : : : : : :: 1, : :: : :: :: - :: .... . :::: : :: : :::: : :: : :: --------- ..... ----- : . I _: -------- ---------- ------ ---- - -------- t ---------------- --------------- I - - �: ---------- 6i) CONTRACTOR SHALL FURNISH AND INSTALL CURB RAMP 'ALTERNATE' PER m... .... 1 .11 ------- ............. ------ 310 --------------- ------ ......... ......... ... .......... --------- ...... .. �:� ------- .................... -------- ------ --- : ........ f --------- ---------- : --------- 310 --------- .................. . ............... ----------------------- ................................ CITY OF RENTON STANDARD PLAN NO. 005.1 W .................. ................................ ... ... .................. ............... .................. ............. .... ---------- 7 .................. ................................................. ------------_---_- ... .... ...... ......... ...... ... ........ --------_- --------- : --------- CONTRACTOR SHALL FURNISH AND INSTALL 4-INCHES COMPACTED DEPTH z z ---------- ......... .................. ... ............... w ........ . ........... ....... -- ---- ------ --- -------- .................................... ........ ........ . ......... --------- --------- ---------- i .......... -- ------------------- ................... --------- ----------------------------------- BARK MULCH. Lu Z ........... ...... .................. ........ ......... ................... --- -- --- ......... i ........... ----------_---- ; CONTRACTOR SHALL FURNISH AND INSTALL ASPHALT CONCRETE TRANSITION TO > W ........... ........ 05 L --------- ...... .......... ......... ....... 3 i:! ...... � ......... ..... ..... .... - ------ - ...... . �- ---- ...... I - : ...... � - _: ...... ... : .......... - --------- ......... .......... --------- .......... 305 I ------- SECTIONS. SECTION WITH CEMENT CONCRETE CURB END SEC 0 U) 00 UA 0 + L ......... ...... ------- I � ............... .................. ............ .......... - - ------------ ---------- ----------------- ------ --------------- - : .......... . . .. .. -: ----------- - - --- -- --- -------------- - --- ----- -------- --- ----- ----------- - ------------------ ------ - ----------- ......... : ...... .. -------------------------- r--: --------------- .................. .................. ........ ...... ......... TING TRUNK CONTRACTO R SHALL CONNECT SANITARY SIDE SEWER TO EXISTING w z o rg aw ---------------------- .......... ....... ................. ... ... ........ ....................... ......... . ......... --- ----- a -- --- --- --- --- ------ --- -- U, E TIONS. PER CITY SP CIFICA IL L6 0 .. .. .......... ......... ----- ---------- ........ .......... ......... ......... .......... I ...... ....... .............. --- ... .. ------ ........ ------- : ------ ----------- J: I- REMOVE SANITARY SIDE SEWER MANHOLE z Lu 0 ...... ....... --- ---- .. ---------- ..................... ........ ....... ................. ... ......... ......... ......... .... ----- ....... ......... ------- .......... L ------------------- -- ......... --------- ..... ....................... --------- --------- 30 ------- : .................... .......... I ..... ... ---------- -- --------------- L ..... , �_' :.:.: ...... 00 .. ........... .......... .. ........... ......... ........ . :.. ........................... ------ -------- q ........ . : ------ -- .... .... I ---- ---- ..... --- :-- .. ................... .................. ................... ----------- ------------------ --- ------ FINSHED GRAD ------- ... I ...... E ----- FLGWUNE RIGHT. - - 300 ___ - ------------- ............... I- i. �.:.! : 9 LOCATION OF EXISTING DRAIN APPROXIMATE. CONTRACTOR SHALL POTHOLE -F TO )i_RIFY LOCATION. 0 13 0.0 IW6 + z Z 0 0 -:.:: ........ ; ..................................... ...................................... ........... ----- .............................. ............... ......... ......... ...... ................... .......... ......... ----------- ... ............. ........ . .... ------ .......... ......... ........... ... ... ................ ...... ... ....... --- ------- ........ ......... .............. CD ---------- R --- I ........ 1. 1 : w ........ F ... ....... CD* ----------- w ..... ----- a ro w 110: 95 L ----- --------- t 2 ... ......... ................... ....... ............... ......... ......... : ................ ......... --------- ........... .... ........... ..... ------- ----- -- -------- -------- ...... ..... . --------- �l C -4 . ... ....... In ............. ...... ....... . : --- - 1 ........ ......... 00 ---- --- I. .................... -------- C,4: ------- ------- P --------- --------- 295 ...... -------- - - ... ORIGINAL SIGNATURES ON DESIGN PLANS Z, Z Z 0 z IL D U) I- w ZO 28+00 29+00 30+00 31+00 32+00 < o 00 LLI CL (L,: ww 0- EL: o C-4 C-4 iL �w JL n, _F- W. (L w w 00 c; (L (L C-) C C c"I 0! F- r, C4 C-4 II LLJ 010 U) In a- a�o I-- i EWFORAPP MCOMMEND ROVAL 13, G.Iry�S�hl��& Data: 8/30/01 By RonaldlStrokul Date'. !8/30/011 1 Bob MGhw 1 87.30701 Bw 7 Date- — a I6tZcjofl SHEET: 10, P'f 1700 �( 2: o c" C;" F) Lf) Lo z n 10 Lf), 06 Lo!l -, , Lo In V, 11 6 I 0: 2" OF: 32:1 to + C, C cs o 2F f- on v- 4,cd, 'm r-z r- , �r. 1, ro) : I C; col Z to C5 no z C; L'i z II II -1 L'i II II -j,- n II w li�) H� ILI TWO, INCHES AfFULL A G IF NOT, SCALE ACCORDI, LY JOB � NO.: 00716 m Sw C.) c) mr w !E! w w S, u): W!�:!,LLI LLI L) U) rx w w DWG: FLANS i.A, gq,I In 'I L , 00,01 S I Yll FRI o ' rn .:r ? (L rn - U Lad 1 R tiN F M M y CONTRACTOR TO US=CAUnON x o p DURING EXCAVATION rM1y N z w:M WATER MAIN "7 M m r ll k, r �K f r < -➢ li II U m FE ,w - i�r_: ` 7TH STR��T T NE r ` 10 I 1 .r� rn � o w 0 ,on y v I 4 tCl M p z )' n m�II 10 Yr N _ `W r` 36 Q 20' 10' 0 20' 40' �"` ;•- - /..ir 0� r�}00 W Itp A- c — i 5 3 ROADWAY &STORM DRAINAGE NOTES ? r WA O1 CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING INLET, CATCH r * s - — r — V lZ f� BASIN, OR STORM DRAIN MANHOLE. �- ~ 5 __ -.,- i �Y.F CONTRACTOR SHALL CONNECT EXISTING DRAINAGE PIPE TO NEW STORM W -` µa - e._:e� „' -- -n I 34 FAG �� C �P DRAIN PIPE WITH' FERNCO ADAPTER. MM _ 25 25 5 c -_- - i; • - O' f D > ' %�_ ^° 1 ACTOR SHALL CUT AND CONNECT: EXISTING STORM` DRAIN PIPE T0' 33400 ��_ _I r� G' y , l d !e 4 13 18 Y,_ O NEW TGATCH'' BASIN: 00' -� NT CONCRETE PLUG IN UPSTREAM S J -... ti G -- ____ ----. 1 S� , ; 7 � � CONTRACTOR LL INSTALL PERMANENT N =.- - - - -_ i -=• 5 _: - I - r 15 it 4 , O END OF EXISTING STORM DRAIN PIPE. L L _ M 12 b 5; c— v 4 � -- ---- -- -- " ` = -"` - ' i � # l 18 t' '� CONFLICT. .CONTRACTOR TO USE. °E7NAFOAM" -` �- I y i- s Y C 18 13 `I 4 O CAUTION: POTENTIAL UTILITY C a �, PAD AS SEPARATION BETWEEN i� 17 N 6 CONTRACTOR SHALL R HAUL EXISTING DRAIN' PIPE. F D 1 E (N 8 : Ct.• s r_� _- -_ _ 17 ,,, PI O NDORMSCATCH BAS N¶ OR MANHOLE IN PLACE. W = — 41 ONTRACTOR SHALL POTHOLE TO VERIFY'T)EPTH AND LOCATION OF EXISTING: Z '.'; - 15 13 1$ i i CONTRACTOR SHALL, IIF ITHE WATERLINE CONFLICTS WITH THE INSTALLATION OF nt$ I \ F 15 WATER LINE HALL BE RELOCATED PER, THE CITY v 9 13 15 7 13 THE CATCH BASIN,I THE WATER LINE S SPECIFlCATIONS. cr -- j " �=• �'`•. �. � i ' w 9.. CONTRACTOR SHALL. REMOVE, . PROTECT, AND RELOCATE EXISTING'. k o N 0 ti { � LANDSCAPING BLOCK :WALL AND /OR ROCKERY. COORDINATE WITH A PROPERTY OWNERS io _ c r of c M 07 10 CONTRACTOR SHALL NEAT LINE SAWCUT EXISTING SIDEWALK' AND /OR CURB, n + t + AND REMOVE AND WASTEHAUL CONCRETE. CONTRACTOR TO INSTALL M o M, n n p ;rmj CEMENT CONCRETE ROLLED CURB AND REPLACE SIDEWALK' IN KIND: r m ~ y _ z ¢ O ANY TO ADJUST GAS VALVES A z z Q, m LF¢ x m 11 CONTRACTOR SHALL ADJUST EXISTING CITY- OWNED`:MANHOLE, CATCH BASIN; J U r, u U -U) VALVE BOX',: CLEANOUT, MONUMENT CASE. FRAME TO GRADE. UTILITY COMP- ND /OR TELEPHONE MANHOLES. CONTRACTOR' --- - - -- AND INSTALL CEMENT CONCRETE APPROACH: ... -. -- -. - -- CB 45:r CB NO:`46 : - 12 CONTRACTOR SHALL FURNISH . . . - E SrJ ..' ? X32. LF 12 °' DI STORM _PIPE $ 8.100 - SHEETS 24 & 27. "STORM PIPE ;5 =0:035. - : :.. - CB 43 - _... -... - - -- ... . :.. IN - - -- :5 ._ :' - - - - - . c: : :: , :. - - 13 SAWCUT EXISTING DRIVEWAY FULL DEPTH AT LOCATION TO BE MARKED ANGEL ... - - - NO. 44 PAVEMENT AND ` +.;R- " I: _ ..:- - - - 45 O THE FIELD BY THE ENGINEER: WASTEHAUL EXISTING PAVE / __ - - REPLACE DRIVEWAY' IN KIND. 345 = :... 330 - -- - _.. ..:. ..... ... .._ .._ .._ --- CB IS EkIST1NG 30 �n 340 - _ 3� _ s = - - - ..... -CB 45 .. : :.: -F_6 v _ w 14 CONTRACTOR SHALL NEAT LINE SAWCUT EXISTING SIDEWALK' AND /OR CURB, i .... ..>. - _ -I... .... : I GP£P ONTRACTOR'TO': INSTALL :- - - CHANGE IE i. a....... -: -:. 32 -F. 12 e'L. AN - --- _. 1 :: CEMENT CONCRETE ONCRETE VERTICAL CURB CND REPLACE SIDEWALK IN KIND: .. ... .... ... ...... - - -- — _ ... r: I A EN CT, t2 _ CPE F STORM PIP€ S- .... .. . 340 CT EXISTING HYDRANT, SIGN, WALL, FENCE, 340 = :..: ' :: : ' : :.. ' ::.. : _ :..... - - :.. ND R :GAS, 1F NEE ED --- - - -- - - - - - - -. - - -- LANDSCAPING DURING CONSTRUCTION. :. --- - --- -- - - - -- -- -- - -- - - .... ND .......... ...... ....... ... - - - -- - .. .. . 15 AND /ORC .... ---- .... _r _ 16 VACANT. ' qis O .... -- . ---- - --- .... - - - Y }ti X - 0 ` --- R SHALL PRO .. -- - ...:_....... 5 4 t i -- EXISTING N - '.. r - :-L,: : :.. .. ... -:.. / /jZr..I: ::.. 17 ,CONTRACTOR SHALL 'REMOVE. PROTECT. AND REINSTALL EXISTI FENCE. .:.: .- ---t�/ ! f..; -.._ -- 1 335: ..... .. _ w. .. __ it Q 037 i; , HA TING 335 _ . - :: - ' ' ' ':' ' - ' . - - ' - - - - - - - - - - -- - - :- - :.... - r / /,. $-- --- 18 (CONTRACTOR SHALL REMOVE AND WASTE UL EXISTING SIDEWALK., ...... ....... " ...... __ ��r ,4; PIPE _ O P - - - ' / o ....: : ' ::: r � 1%�4 . ¢• GP.EP_ S? I ND /OR 'CURB. ..._. -... -- ----.. - •r..... - �ORM .._ .�- y---'` 19 VEMENT "A rA _ CONTRACTOR SHALL FURNISH AND INSTALL CEMENT CONCRETE TRANSITION " " WITH CEMENT CONCRETE CURB E SECTIONS. SEE DETAIL ET ... .,... .. , ... . i �,� z` . �,?�s - - . ... y-"".�- - - - .. O SECTION _0.037' ..: } j ... - -- 27. ND S SHE 330 - .: .. - : :..., .. r PIPE i —` ---- ... ..... _ ....... .. ... ... :...... _.. ` p ^STORM SHALL REMOVE, PRO _ CONTRACTOR PROTECT, AND RELOCATE EXISTING SIGN. A k _ Z - _ 0 _. _. :. :. _ ... .... .... ..., \. +.�, .. .. . ::_95 l F:: - R ©p -0T A 4 --� C x ,Y _ ' ..... - 21 CONTRACTOR SHALL FURNISH AND INSTALL PLASTIC STOP BAR AND /0 __ ... .. cR4 A - E148 LF: - 24 . .. ..... :' - ... S70RM: PIPE S =0:024 CROSSWALK MARKINGS_ ----- " - - - - - - - : _ — " ::: :.... :. - - - - .. 325 2© CONTRACTOR SHALL FURNISH AND INSTALL CURB RAMP 'ALTERNATE' PER :_ .: 325 -- .: :... - ... i' ..: i :.. ' : ::.: ' WPB: D_033 . ' ..... .. - - - .. ::.:... -.. _. - - - - :.- - - :.:.._ . . :... .... ... ............... CITY OF RENTON STANDARD PLAN N0. 005.1 aT . ...._ . .......... ..._ - -..........:_- . .:. _.... ... _ ....... xl" PEP :.: - . -24: C : ; ....... ..., ._ - -... ..:.. ... ... ... .... - - - - HALL FURNISH AND INSTALL 4- INCHES COMPACTED' DEPTH 206 LF, y ._ .. ..... ... - ©3 CO -. _: :... g ^.. _- .-..... BARK MULCH. S NST .... .. CH. .... _ :: ..... ; .. - - : - - - - - - :. - - .. .. - - - - - - i" ; 4 CONTRACTOR SHALL FURNISH AND INSTALL ASPHALT CONCRETE TRANSITION r , _s__ :. "....- .... :.. .... ... ... ..... - -- .. © SECTION WITH CEMENT CONCRETE' CURB'END SECTIONS: 320 :r , _ _:__ . r .:.. - - -- _.. 320 ..... ........ .......: _.. .. _ .... ..............._.......- ....... ; >..,- _�.. = " =- .....- ":I.:- .... -- ......-- ........- ........... -- - - -- _ . - tz S'i 3'3 'C CiI " +>> C < :' - - - ' 25 CONTRACTOR SHALL CONNECT SANITARY SIDE SEWER TO EXISTING TRUNK ... z TO TEL t c - .. .. PER CITY SPECIFICATIONS: .. .. ; .. .... .... .. ... - -- . ... . ' - - - E SANITARY SIDE SEWER MANHOLE :.. ...... .. .. - .. 315 ;. 26 REMOVE IN APPROXIMATE CONTRACTOR SHALL POTHOLE 15 ..:. ... .... - -- - - - - - - -- - - ... ..... j l J ........ O7 LOCATION OF EXISTING DRAIN CT 3 _ ...... _.. :... ... ... .... .. ... _ TO FY LOCATION. fFNISHED GRADE - �FLOWLINE RiG1'IT- F ....:rte .....: .... :..., .... .I... .. - •'OD........ ; . .. r ... ..... :.... .... .:O. .. . ... .{ .� ... ':.M .. ol. ;. .. MM M ;M..: ..... ... .. 310 D m2,8840C 310 - - -- 32+00 33 +00 00 Li 34 +00 w 3 35+ i a Z 36+001 sIGN ewNs o_ 0- EL a a ^I' a ,;�.. ` 1 m w w z.., ORIGINAL SIGNET DED FOR APPROVAL LLI w w EL a0' ,: 1 a a' a_ REGOMMENURES O D 4. 8/30/01 I ;.. Q 0_ R [L 1 U U':I�: Ui ',, r (1 `�-' U U gy. Gar Schimek„ m : L GL a .4.. U U.(U: .i 1 t G. N F _ OI gr 1 (Ronald Straka Datie: 8/30/01`1 N.d' et N I t1 N: By': Dale'18 30 01:.1 1 F.. a' - 4 :Bob1 Mahn D:•' ad- 4:=N. N N L I GU'..._ ._ w. O N N �: /O /21L /O /I w p N N: w. O LL7 n By Iiaa 6iiv Date: 1 I I I am I II 11 11: T M ` MOOII rn .p r: [� NI M N06 n M 0 0 0 N_ MOO N 's: I- a m MO 0 1. L °'. v ^ In In:O fA 4!; S - + 1114 4.,[l� . 0 4 + II :n b.0 14 + II O 0. . of r r- u� M M M: • 4, ! ;d M'. NN:N •:4 N,N'. N r7 M J M M M ... : rM J M M:'. M: O JMM'M I� uJ W:. M O, O Iw 1 Z 1 CALE: 0 INCHES AT FULL 'SCALE m n II n mat �ww'I �r n n n Tw III III II ._ Um �--- 1 SW�O 2% -121gg I ~ - 1: ; `` -; m ~ w w w IF (NOT. SCALE ACCJRDINGLY 1 I ' i SGI r imr� L, 4 Ildl II '1 ,I 11 44�� � I �Ir Ili 1 1 1 I r Y IyI 1�1i pr dr 1 1 1 i' o w m p{ 0 0 \f o I L N� Z �N Z ory W Z� Z zz (O of N. C6 >: o a ±5 °w > ZZ Y O 3 U 0= O O 0 U Q re 'mP,a M NQ¢ �xw oza W z z o �. W z Zx gn o FOW .Wa toi Wd Z W OH It OO do 2Z p O Z az Z Q 4c L a =C) z FH Lu T.' I SHEET: 11 OF. 32. )B NO.: 00716 NE CORNER OF NE 7TH ST & KIRKLAND AVE NE POINT OFFSET ELEV. DESCRIPTION (FOC) PC 38+99.25 16.00' LT ',352.90: R= 25.00 PC 38 +27.24 41.65' LT 349.50 0= 91' 28'45" 1/2A 38 +34.22 23.55' LT 349.88 L= 39.92 PT � 38 +52.23 16.00' LT 350,59 CENTER: 38 +52.23 41,00' w p U1 ~ U J N U 00 N ci r7 J In > w V' U - �N ?�2 o Q 10 �O /w N m + II of m + + II Q 00 Q W d- �� w I II u~i a II a v~i Q w 11 ra0i m NE 7TH STREET LEFT POINT OFFSET I ELEV. DESCRIPTION (FOC) PC 38+99.25 16.00' LT ',352.90: R= 700:00 1/4A 39 +57.13 13.60' LT 347.33 A= 18 58'17" 1/2 A 40 +14.61 6.42' LT 347.39 L= 231.78 3/4A 40 +71.30 5.48' RT 347.33 CENTER: PT 41 +27.94 21.45' RT 347.27 38 +99.22, 684,00' R 20' 1G' 0 20' 40' I I 1 I I w a LT m m X w �'/ a n m �.ww / w vi w w v~i w vFi it w p '� ESTABLISH FROM 4 x I- „� z a CB NO. 37 ° ELEVATION POINTS h x, - - m ~ GIVEN IN PROFILE N / 0 U STA. 39+54, 12 4 19 9 E 7TH EET 13 9 9 18 � / 4 4 IW 15 - - - - a -s r N W ROADWAY & STORM DRAINAGE NOTES CD �- I EVE 7i TH STREET _ - - / �� 2" GG o 2 _ O iJ� - - - O O1 BASIN, OR S SHALL REMOVE AND WASTEHAUL EXISTING INLET, CATCH �- 0 / 6 10 CI N u 6 W - W O DRAIN N OR STORM DRAIN MANHOLE + o �^ G m - - TRACTOR SHALL CONNECT EXISTING DRAINAGE PIPE TO NEW STORM � yy 7 °� '4 W 39 +00 W 2 CON, 4 1, r2 PVe PIPE WITH FERNCO ADAPTER' �- 5 n z.. PVC W S --- ^- S 3O CONTRACTOR SHALL WT AND' CONNECT EXISTING STORM DRAIN PIPE TO 5 i 37 +00 5 3 I0 °- 0O NEW CATCH BASIN. < L 00 _0 CONTRACTOR SHALL. INSTALL PERMANENT CONCRETE PLUG IN UPSTREAM W _ S f S 6" STIP G _- END' OF EXISTING STORM DRAIN( PIPE Z -L G O5 CAUTION: POTENTIAL UTILITY CONFLICT: CONTRACTOR' TO USE 'ETHAFOW W un -G / / 4 5 T r - - PAD' AS SEPARATION 'BETWEEN UTILITIES Z G G I -p _ CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING STORM DRAIN PIPE 5 1 0 J W Ld D -p CONTRACTOR SHALL ABANDON STORM CATCH' BASIN OR MANHOLE IN. PLACE � I I - Q 15 18 E 8• CONTRACTOR SHALL POTHOLE TO VERIFY DEPTH AND LOCATION( OF EXISTING W 0, / NOTE: :STATION LINE BEGINS DEVIATION I WATER LINE. IF (THE WATER LINE CONFLICTS ,WITH THE. INSTALLATION OF ' QI ':' `FROM RIGHT OF -WAY CENTERLINE - THE. (THE CITY OCATED PER', E SHALL BE REL 15 `s TQ 4 15 J SPECIFICATIONS in II �, CATCH BASIN, THE WATER LINE / r z 1Q w �I SE CORNER OF NE 7TH S.' & KIRKLAND AVE NE _ 9 CONTRACTOR (SHALL REMOVE, PROTECT,( AND -- 'RELOCATE` EXISTING: r C�' O LANDSCAPING,I'BLOCK WALL AND /OR ROCKERY. COORDINATE WITH SW CORNER OF NE 7TH Sl\ & i IRKLAND AVE NE 19 Z POINT OFFSET ELEV. DESCRIPTION (FOC) BEGIN - CB N0. 40> - CB. 39 r m - 40'L - - R= 11.50 PC 37 +34.84 16.00' RT 347.33 0= 109' 47'06" 1/2 0 37 +44.25 20.89' RT 347.39 L= 22.04 PT 37 +4566 31.39' RT 347.33 CENTER: END 37 +42:30 40.75' RT 347.27 37 +34.84, 27,50' R M � M I o � to wN: m + 'll M + + I m d + I a m � m'. r In r Q C5 M M r� -� w w / c� to w U~i w m s / / � Qo / POINT '', OFFSET DESCRIPTION (FOC) BEGIN ''. - CB N0. 40> - CB. 39 r m - 40'L - - l 30.00 PC 37 +85.65 33 -90' RT 348.25, D 61" 5752" 1/21A 37 +96.68 22.28' RT 348.65 L 32.44 PT - 38 +12.18 END. 38+47.871118.00'! 18,00' RT RT 349.18 350.18 CENTER: 38 +1213 4800' R PROPERTY OWNERS. I = a Q 10 CONTRACTOR SHALL' NEAT LINE SAWCUT EXISTING SIDEWALK AND /OR CURB, AND REMOVE AND WASTEHAUL CONCRETE CONTRACTOR TO INSTALL CEMENT CONCRETE RbLLED CURB AND REPLACE SIDEWALK IN KIND. CONTRACTOR SHALL ADJUST EXISTING CITY -OWNED MANHOLE, CATCH BASIN, x a VALVE BOX, CLEANOUT, MONUMENT( CASE FRAME TO GRADE. UTILITY COMP- ANY!TOIADJUST1GAS VALVES AND /OR TELEPHONE MANHOLES. CONTRACTOR TO COORDINATE ° ILd w m o° � !z Z NOw UJI w z° m ® CJ 0 Z �° J <° C) 03 L oES L7 O N 0 0 Y N 11 If m g r o . Q Z Y >O r ¢ ¢ w 2 o o 0 3 � o_ o a �I Fw rc a o a �u) m ¢Io. I l,W3 z Pn 23 O. N'Q T ovi, w m z: 5' F tea. J m _ 6 340 = S 0:024 0.027 _ ©3 CONTRACTOR SHALL FURNISHI AND INSTALL 4- INCHES COMPACTED DEPTH Lad BARK MULCH: o - 62 LF:24" CPEP STORM 118 LE 24" CPEP. STORM ': 4 CONTRACTOR SHALL, FURNISH( AND INSTALL ASPHALT CONCRETE TRANSITION 0 " E- © - I F 24° CPEP ST S_ 0.0955 0.078 SECTION WITH CEMENT'CONCRETE CURB END SECTIONS: z �� _ - I 127 L _ 335 _ X_I - ! -_ R I EX SS MH 5= 0.2128 0.0157 335 5 PER CSTYTSPE FlCATIONS CONNECT SANITARY SIDE SEWER TO EXISTING TRUNK O'3 �;Q w + o - -� SANITARY SEWF T I AND MAIN CB NO.. 39, TYPE 2 (48" DIA.) 6 REMOVE SANITARY' SIDE SEWER MANHOLE �'a � a 9 : EX EXiS ING GROUND @� DEEPER - STA.- 38 +38, 'hk 16.2' RT - - W' - �OF 7TH STREET N.E. 6 "SS ASBLT I - : RIM EL - 350.11- - - - { ZIW FINISHED GRADE STA.36 +93. j 24 "E: IE= 1.5 '340.6 : >s : 0 LOCATION OF EXISTING DRAIN APPROXIMATE. CONTRACTOR SHALL POTHOLE Q,Q a o 6 SS ASBLT 6 "SS ASBLT - FLOWLJNE RIGHT AT: STORM -CL : - 33Q STA.36 +01 STA.36 +18 TOP EL= 337.21 24 "W IE 3 0 340:5 ® 330 TO VERIFY LOCATION: o p ` Z .. AT STORM. CL AT STORM .� I . . - 12 "N: -IE- 41:._ 341.0 - LL. 0_ z TOP EL= 334,34 :TOP' EL 334:75 - - - - --- [ ■■ N Q Z Q Q 325 (� Ir I - 325 �,0 7� ®� o N Ir 36 +00 37 +00 SSMH 38 +00 39 +00 40 +00 ORIGINAL SIGNATURES.ON DESIGN PLANS> V z do CB NO. 42;. TYPE 2 48" DIA.): EXIST. CB N0, 38, TYPE 2 ( 60 „pDIA.) - w '� I. RECOMMEND FOR. APPROVAL ' � STA. 37 +10; 7Si 1114 4( RT STA. 37 +43.3 RT z w " STA. 38 +91, 16 171 LT Z TRIM EL 346.50 RIM EL'- 348.08',,1 !,. U v v;o v Y SOLID LI,DI, (MATCH ':SIDEWALK': ( :..,: ? a, '.. By Gary -F... k :.' Date: 8/30/01 f: 11 E 339.0 apx. �I U v RIM EL 2. , 353.01 r a _> B' Ronaid stroke Date: $/30 /Oi 244°E IE- 338:5 E I N N s N N BY Bob .Mahn 16 , W 1E. - 339.0 a z. ( " ). g . Date: '. "W IE- '338.5 1 24 "SWEIE 344.0 3430 CB NO 37, TYPE 1121 48 DIA. ,.� i, , y /30/011 :I III 4 P. M d n r rn STA! 39 }54. 76'12 LT. Date g SHEET; I Z �..M r.. M RIM EL:- ;356:10' L n v N r„ '• 'I' 0 1 2 32 I , oF. + ° o I, I, m �, : co � N d- co': 1 - '. � III .�. �. �... I al. I 0. ,. 350.75 cn.. rn u� u� 24 NE IE M JMM M M n M M r .�I, 24 "SW IE . 3 501' 350.50, w .'I w � I � TW0IINCHES AT FULL :SCALE. III JOB NO:: 00716 u n n u x ° IF NOT, ISCALE'ACCORDINGLY ', w w - I! h DWG: PLAN10.. :wwwww w� s :; c© 2e�d �.d � uew n o��?M-_ I II ;I I II 11 -f ' � y` �IIiIIJyEn•�I{ FI � � I �I� � I1��I I + I, I t II I � I L L 17 h I hIp ,I LIB h.� [.eI O� , 41 , _ I �h l: +�s III E} I �I l� fi II . I I II I : I I I I I I I I I I I / 12 CONTRACTOR SHALL FUR O SEE DETAIL SHEETS 24 &ISH AND +INSTALL CEMENT' CONCRETE APPROACH. 13 SAWCUTI EXISTING DRIVEWAY FULL. DEPTH AT LOCATION; TO BE MARKED IN o - CB N0. 40> - CB. 39 r m - 40'L - - .F. - 12" DI �' : :..o I STORM PIPE S - :- „ GAS ..:..: .: - .�. :... .�_ - _ - . _ : :: :: THE FIELD BY 1HE ENGINEER. WASTEHAUL EXISTINGsPAVEMENT`AND' _ =0 010 :: �- ci _ M: INEAT 360 = ._ 10" WATER 345 ` ABND 8 "w r q � jC^ ;, 345 s t w U SEWER CE n -.. � FINISHED GRADE _ -:- FLOWLINE LEFT 360 14 CONNTRAACTOR SHALL LINE SAWCUT EXISTING SIDEWALK AND/„OR'CURB, O AND !REMOVE (AND WASTEHAUL CONCRETE CONTRACTOR TO INSTALL . CEMENT CONCRETE VERTICAL CURB', AND REPLACE SIDEWALK IN'KIND. -c„ - , - STELEL:APX .,- ...,�,:.... .�...,�....�.= - - - -.. 57 I: r :.:.: _� -...:: ...... - - -�/ - CB -37:. \ /y \I �/ O EXISTING HYDRANT. SIGN; WALL ,FENCE CONTRACTOR SHALL PROTECT 15 C L F 10 WATER z STORM' _ E2„ PIP CPEP ° \ \ /j // /' I 355 AND /OR LANDSCAPING: DURING CONSTRUCTION. 355 _ CB NO. 41 a S_ o.osi 340 \ \ V VACAN T w CB- 38//� /y \/ } = ' 1' - 1? CONTRACTOR SHALL REMOVE, PROTECT, AND REINSTALL EXISTING: FENCE EXISTING STORM DRAIN SHOWN IN PROFILE VIEW IN DESIGNATED AREAS - a ¢ + Y : :. R Q 5SOF2M "" : / /- /'/ ::: t2 CC - - .. \ \\ \ 'x,'.- EX. - 18 CONTRACTOR SHALL , REMOVE AND,' WASTEHAUL EXISTING SIDEWALK; O -.. O T CONTRACTOR:: :: ONLY TO ASS'S 350 ...- :F .....:s .. _ : �_� . - - . Y a - _ \ /� C6 =39 / / //. .... _::., ,. ,i X -' r`'.': + y 350, PAVEMENT, AND /OR CURB - LIJ w. , _ t v r,_ -. - - ` .� � t -.r� �r _- _. ' 19 CONTR C FURNISH AND INSTALL CEMENT CONCRETE TRANSITION - Oi CONTRACTOR SHALL - -. \l \ / x __ :. .. a yu -",+ Ip, _ _ SECTION WITH! CEMENT:CONCRETEI'CURB' END` SECTIONS. SEE DETAIL SHEET -�.. :. - _ CB 42 EXISTING GROUND - ELEVATION :. :\ \�� \ \,. _"' _ _\ STEEL . n;� - -_-0 - L. ', - : _ -= - -„ -� -- = 345 0 CONTRACTOR' SHALL REMOVE. PROTECT. AND RELOCATE EXISTING( SIGN. 345 0 0 0 -sn� ssl w., EL UNK: O FURNISH AND INSTALL PLASTIC STOP BAR AND /OR CONTRACTOR SHALL \ ,.i - _ r,r { " CROSSWALK MARKINGS. STORM 62 LF:24 CPEP -:STO S O.b82 0.042 CONTRACTOR,: SHALL FURNISH: AND INSTALL; CURB RAMP 'ALTERNATE` PER ®CITY 148 LF -24 "� CPEP ST 1, ::e _ OF RENTONI STANDARD PLAN NO. 005.1 ° ILd w m o° � !z Z NOw UJI w z° m ® CJ 0 Z �° J <° C) 03 L oES L7 O N 0 0 Y N 11 If m g r o . Q Z Y >O r ¢ ¢ w 2 o o 0 3 � o_ o a �I Fw rc a o a �u) m ¢Io. I l,W3 z Pn 23 O. N'Q T ovi, w m z: 5' F tea. J m _ 6 340 = S 0:024 0.027 _ ©3 CONTRACTOR SHALL FURNISHI AND INSTALL 4- INCHES COMPACTED DEPTH Lad BARK MULCH: o - 62 LF:24" CPEP STORM 118 LE 24" CPEP. STORM ': 4 CONTRACTOR SHALL, FURNISH( AND INSTALL ASPHALT CONCRETE TRANSITION 0 " E- © - I F 24° CPEP ST S_ 0.0955 0.078 SECTION WITH CEMENT'CONCRETE CURB END SECTIONS: z �� _ - I 127 L _ 335 _ X_I - ! -_ R I EX SS MH 5= 0.2128 0.0157 335 5 PER CSTYTSPE FlCATIONS CONNECT SANITARY SIDE SEWER TO EXISTING TRUNK O'3 �;Q w + o - -� SANITARY SEWF T I AND MAIN CB NO.. 39, TYPE 2 (48" DIA.) 6 REMOVE SANITARY' SIDE SEWER MANHOLE �'a � a 9 : EX EXiS ING GROUND @� DEEPER - STA.- 38 +38, 'hk 16.2' RT - - W' - �OF 7TH STREET N.E. 6 "SS ASBLT I - : RIM EL - 350.11- - - - { ZIW FINISHED GRADE STA.36 +93. j 24 "E: IE= 1.5 '340.6 : >s : 0 LOCATION OF EXISTING DRAIN APPROXIMATE. CONTRACTOR SHALL POTHOLE Q,Q a o 6 SS ASBLT 6 "SS ASBLT - FLOWLJNE RIGHT AT: STORM -CL : - 33Q STA.36 +01 STA.36 +18 TOP EL= 337.21 24 "W IE 3 0 340:5 ® 330 TO VERIFY LOCATION: o p ` Z .. AT STORM. CL AT STORM .� I . . - 12 "N: -IE- 41:._ 341.0 - LL. 0_ z TOP EL= 334,34 :TOP' EL 334:75 - - - - --- [ ■■ N Q Z Q Q 325 (� Ir I - 325 �,0 7� ®� o N Ir 36 +00 37 +00 SSMH 38 +00 39 +00 40 +00 ORIGINAL SIGNATURES.ON DESIGN PLANS> V z do CB NO. 42;. TYPE 2 48" DIA.): EXIST. CB N0, 38, TYPE 2 ( 60 „pDIA.) - w '� I. RECOMMEND FOR. APPROVAL ' � STA. 37 +10; 7Si 1114 4( RT STA. 37 +43.3 RT z w " STA. 38 +91, 16 171 LT Z TRIM EL 346.50 RIM EL'- 348.08',,1 !,. U v v;o v Y SOLID LI,DI, (MATCH ':SIDEWALK': ( :..,: ? a, '.. By Gary -F... k :.' Date: 8/30/01 f: 11 E 339.0 apx. �I U v RIM EL 2. , 353.01 r a _> B' Ronaid stroke Date: $/30 /Oi 244°E IE- 338:5 E I N N s N N BY Bob .Mahn 16 , W 1E. - 339.0 a z. ( " ). g . Date: '. "W IE- '338.5 1 24 "SWEIE 344.0 3430 CB NO 37, TYPE 1121 48 DIA. ,.� i, , y /30/011 :I III 4 P. M d n r rn STA! 39 }54. 76'12 LT. Date g SHEET; I Z �..M r.. M RIM EL:- ;356:10' L n v N r„ '• 'I' 0 1 2 32 I , oF. + ° o I, I, m �, : co � N d- co': 1 - '. � III .�. �. �... I al. I 0. ,. 350.75 cn.. rn u� u� 24 NE IE M JMM M M n M M r .�I, 24 "SW IE . 3 501' 350.50, w .'I w � I � TW0IINCHES AT FULL :SCALE. III JOB NO:: 00716 u n n u x ° IF NOT, ISCALE'ACCORDINGLY ', w w - I! h DWG: PLAN10.. :wwwww w� s :; c© 2e�d �.d � uew n o��?M-_ I II ;I I II 11 -f ' � y` �IIiIIJyEn•�I{ FI � � I �I� � I1��I I + I, I t II I � I L L 17 h I hIp ,I LIB h.� [.eI O� , 41 , _ I �h l: +�s III E} I �I l� fi II . I I II I : I I I I I I I I I I I G' m LU 1 U U LU 4U ,g � U z cn Loa-�i'p�jli d 0 v / af OD dd) iN s` N N N , H h0 m h cq C4 M nt +, r __ M M M an0. M} M' } t•i- % N C14 04 N N m+ n m 00 w M }' M tl• % W S m p V• i- d- O U N h h r �: O< O I / NN rn W Z Q // to Q Z Q M M Z \ Z Q O �v Ii x i Ill r- cn n n II d: m r -� m' r- / ( w (n iY W tai W tr, U v, / / w.. (n U fA x' 1- w .4S W U N V u, NJ I w = p / 13 _ z � 10 C � a n 17 / q °` 4 5 v c�( 3 23 / 9 / • ,ate U� _ i� / 4 v ?B CC T fQ' 4 i S. a 6'm 2 13 _ 14 u ROADWAY 3 STORM DRAINAGE NOTES m ` U 3 � W � � � � � O1 CONTRACTOR SHALL REMOVE AND WA$TEHAULI EXISTING INLET, CATCH 12 � 8, 9 BASIN, OR STORM DRAIN MANHOLE. ! 18 0 ! t0 5 9 *" ® CONTRACTOR SHALL CONNECT EXISTING DRAINAGE PIPE TO NEW STORM "PVC ° &Ci 5• S BCC m 0 �� 3 5, , „ JJ DRAIN: PIPE WNTH? FERNCO'ADAPTER; 12 , / w 72 cC ly N , �Ir. m � }29 G G G S" STIP R�', 4 �W � CONTRACTOR SHALL CUT AND ,CONNECT EXISTING STORM; DRAIN PIPE TO y er Q 6° / AL 12 PVC 72nS C7 96 e� y 12" VC NEW CATCH BASIN. li> W S1IP G / / _ Z O4 CONTRACTOR SHALL INSTALL PERMANENT CONCRETE PLUG IN UPSTREAM 4; x o Q '� S `. :. -- W o ' END OF EXISTING STORM DRAIN PIPE. a v i I' S 4 : N W CT. CONTRACTOR TO USE "ETHAFOAM" o / E u 8" ) ^ W O PAD : AS SEPARATION BTIETWEEN UTILITIES. o N E 8° a 'SbP 12" .. _ 6 CONTRACTOR ISHALL REMOVE AND WASTEHAUL EXISTING STORM DRAIN' PIPE. 10- , v�' Q E (6 t1 q o a v G S VC;U O CONTRACTOR SHALL ABANDON IN PLACE.: Q N .I 8 °I 1 J III G , DON STORM CATCH BA OR MANHOLE QI iy POTHOLE TO VERIFY DEPTH AND LOCATION OF: EXISTING, o Zg f O TWIAIE C SHALL BE NTH THE INSTALLATION OF ACTOR SHALL POTH, SPECIFICATIONS. THE WATER LINE CO A � � U � !( TCH BASIN, THE WATER LINE'. NFlJCTS �RELOCATtD PER THE I CITY �. > > v j r O CONTRACTOR SHALL REMOVE, PROTECT, AND RELOCATE EXISTING N _ LANDSCAPING, BLOCK WALL, AND /OR' ROCKERY: COORDINATE WITH Z N wa ! o! I N PROPERTYIOWNERS. O 10- ai _. CONTRACTOR SHALL NEAT L INE SAWCUT EXISTING SIDEWALK AND /OR CURB, ) w N m + m ' h h m + n AND REMOVE AND, WASTEHAUL CONCRETE. CONTRACTOR TO INSALL z U) o o (n U CEME CONCRETE ROLLEDI CURB AND 1 REPLACE SIDEWALK IN KIND d' v Jim t J Mel d- 7 v~i ¢ t~n i g u a ¢ g u u in d a - - r- . / 11 CONTRACTOR SHALL ADJUST EXISTING CITY -OWNED MANHOLE CATCH BASIN, w yr w 0 � w w ~ w c ; R � w ID w � `�� � 1 VALVE 'BOX CLEANOUT MONUMENT CASE FRAME TO GRADE UTILITY COMP ANY T,Q ADJUST 'IGAS VALVES AND /OR TELEPHONE MANHOLES. CONTRACTOR TO CCORDINATE.'I :.........:.........:.........:.........:.........:.........:.........:.........:.........:.---- .... :......... :......... :.... :. . :...: .. - -- :..-......:.........:.........:.........:.........:.... ..... :......... :......... :..... ---:. .......:.........:....... .. : ................... :........ .... -- :.........:... ...... :...- ..... :......... :.... :....... .. :......... :......... :........ :...-.....:.........:....... .. :......... :......... :........ ....-- d 12 CONTRACTOR SHALL FURNISH AND INSTALL CEME CONCRETE APPROACH. z : n .......:.........:..... m ..:.........:.........:.........:.........:.........:.........:.........: ...................:....... .. :......... :.........;........ _�. ... •.........: ...................:.........:.........:.........:.........:... ......;.........;........ : :.... ✓" . /.. O SEE DETAIL SHEETS 24 &'27. : n .......:...... ... :.....at.. :.........p....... .......................................... ......................... ...... :.... :. : : -: :i : __ 13 SAWCUT EXISTING DRIVEWAY FULL DEPTH AT LOCATION TO BE MARKED IN Eoi.,..... :...... ..:... d ....................:........::':::::::: i::::::::: i::::.....:.........:.........:.. .......c .........:.........:... .... ...... ...... .. O THE FIELD BY, THE' ENGINEER. "WASTEHAUL EXISTING PAVEMENT 'AND 386 : n .................:......� ..;.........;.........;.....- ..:'........:.........:.........:.. ....... :......... :......... :... ......1.........1..11....:::... / :.?.' 86, ,� ....... : ............... M .. ; ......... ; ......... ; ........ 1...1..1.1 :.... . :...i. :. :. : : :.i. :............. ...... `..... ....... REPLACE DRIVEWAY IN "KIND., Ti e : ......... ..............................: ..................................................................................................... ................................................. ..... ... ...:. - ....... ::.... :.........:.........:.... :.........:.........:...........................:.. ....... :......... :......... :... ......1.........1_1.....1.:..:. _. :: ................ :.2: ... ........ : .".:.E........... . i ....... :E .. ..... :............... E ..... .. ..... ......... . ---•-•--- -............. . . ........ :.........: _- 5. NEAT LINE SAWCUT EXISTING SIDEWALK AND/OR CURB ... ... ... .... ONTRACTOR SHALL . ... ...' "... ....:.........:.........:...... .. .:.... J a �a m F m y xa S :........... C FlNISHED.4BADE. . ......... .:........ .:........ AND REMOVE AND IWASTEHAUL CONCRETE. CONTRACTOR T0IINSTALL •.... ....: ..... WC .......1 ..... , ENT CONCRETE VERTICAL CURB AND CE SIDEWALK IN KIND. . : : : . 380 : ..... ...... :......... . :.... ..... :......... :......... . ...... :......... ..... .... ... .03 380 CONTRACTOR SHALL PROTECT EXISTING HYDRANT, SIGN WA LL FENCE, ........... i.:. ' ............. ' ................... ................... ':' ':'':' ':'" °--....... ............. LANDSCAPING DURING CONSTRUCTJN. ..... . - I :.........:...... :.........: ....................... ...... :......... :......... :...- ----.1.........111:.....:...... ..•: 16 VACANT. - .........:.........:........ . :......... :......... :.-'--.... : - :: :... � CONTRACTOR SHALL REl.1OVE, PROTECT. AND REINSTALL ... .... .. • `::- /yam /�..._ FP7,. - :.........:.........:.....,... g 37¢ •............:....- ...:.........:... ., , $. �3. ...... FENCE. «` pyL a� XISTING DL1NII.. :: ..... .. ........ Q. 1i}Z. aQ- 18 CONTRACTOR SHALL REMOVE AND NASTEHAUL EXISTING : SIDEWALK. C� ti :.. , Lf ...;.5,,..: ?.L F ._ - 24- 'Cp�P. STOFEM; PtP O a r :.........: ................ ............ELEVAT;ON... ...... 2 - .... :.: 1 T ....1., 5 0:020 : i PAVEMENT, AND /OR CURBJ', :. ........ : ...................... .. ........ :..... ✓ ... 1....111,...... oa 8 •� w i ....... .I . ..: CONTRACTOR I :.........:.. ....... : ................. ...... ......1.........1.......11:.... % . :.... ..._.. .. .. 19 MALL FURNISH AND .INSTALL CEMENT CONCRETE TIiANSITIONI' ......... . :.----.... .......I ,.L..., :. . :..,,. L. ;..: - ..... :'.........i-------- -• -- .... ... t. ,i, �L :I /� \� .._ , ..... _ ........; ................ ? ... ... O SECTION WITH CEMENT CONCRETE .CURB ENO >SECTIONSL'' SEE DETAIL SHEET } , .. .. x�. :. "n o; 370 :............143 .LF.. :......CPEP. STORM PIPE'S-- - : ............. _ ........ .... ... . . :......:... :........ ..1 .................1.1.1...... ..... Y dr s. 5 ° \ ................ ... : s70 .......................................... ...................... ........ _ - 1.11'1.. ts!:I w x ° : .... .............................. . :............. ........ :.... . .............. y .. .. ...... < ........ 0 CONTRACTOR 'SHALL REMOVE PROTECT AND RELOCATE :EXISTING SIGN. d! ... S�oRM :.... ....... ....,.. ... �8G .........: ............... '•�f.... 3 . -..,. ...:....... ._ ......... ......... ....... '� HFiAR.. ....... ....... ....... ... ... 21 CONTRACTOR. SHALL FURNISH AND JINSTALL:!PLASTIC STOP BAR •..AND .OR :. :......... 1.........1.........1.........1 ���........ :............ ..yc: F. 0 ,.1 .:.........:.:. : :.........;.........Y..12. :':...:::::i:::::::::::::::.. CROSSWALK MARKINGS. � .............. :. : :.. ;.................. .. _ .............. ......... .........:.........: _. .. : ':':: 1111::: . ... :.........: .................... " i.,............. :- .: ........:....... :. . ............:.. ._... ... .........:........:E:....... CONTRACTOR SHALL FURNISH AND INSTALL CURB' RAMP 'ALTERNATE" PER W' :. .:. sea'' sss.....................: :. ..................1.1...1...1.. ........ . -... ...:... --- :. -. .....:.. ...... ...:... ..... CITY OF RENTON. STANDARD PLAN N .:.... ............ :........i ... .... .. ... .. 1111::: 1111::: ::: ::..... :.. z 3 23 CONTRACTOR SHALL FURNISH AND INSTALL 4- INCHES COMPACTED DEPTH BARK MULCH. :::: : : : : : : : : : : : :i : : : : : : : : :i : : : :' :.: 1111:.: ::: ::: Z ? < WI 0 / ... : ... .......... . ........:....... y \ r,F..,., 1.........1..11 :1111:......1 :1 : :11 :1i : :1 : : :1: i:::... 24 CONTI4ACTOR SHALL FURNISH AND WST ? _. ...... :., E ... :. E s80 ALL, ASPHALT CONCRETE TRANSITION Q aD 360 1111 " a� ..... 2) ?. ........ ...... ......... .:.........:.........:........ :................... .... ............... :.........:..... .. �, OI 6 ... ................................................................................................................................................................. ............................... c .....1..1.........;............ O SECTION WITH 'CEMENT CONCRETE' CURB END, SE 0 W . Y ............. :. . i. / ...... .5 ... i'. .....:...:............ ..: ....... CTI NS. 1»- 3 �I W'9D v /? . : :: :: +,..,. ..: 8AN!TAtifY .5EWCFt ....... ID d J �......: ......:..E X..32. PVQ.......:.........1... .... .:.........:.........1........ ....... ....... ... ... ©5 CONTRACTOR SHALL CONNECT SANITARY SIDE T0'EXISTING TRUNK Z ix IL :...... ..:.........: ....... ..:............EX..t2.PVi..... ....... ....... ....... ,...... PER CITY SPECIFlCATIONS LLI a E. '1....1'', 1.........1.. ....... :......... : ............. ...--:l---:—* .... ....... ....... OAF. ........ SANITARY- SEWER. .:: ... ... .. ......:.... ..... :......... :......... ..... :.........:...1.1...11:::::: Y SIDE'SEY�tRI'MANHOLE O W' 5,...t : . .. ...... ......:.. ....... :......... :......... :... .....;.........1....... .;.........1... 26 REMOVE SANITARY <' d',0 ^ AR 7.... -.... ::.... .. : .. ......... ............................... .....:.........1....... 1111::: 1111::: ::: s✓36 zI ° 358 A�tT :.. .. 0 0,, : ..................:...................:...................:...................:................... :.............................. ...... :.... ..............1......1..11:.... x£.15 : ..................... ..............................................................................................................:.............. ....:.......................... .. LOCATION OF EXISTING DRAIN APPROXIMATE. CONTRACTOR SHALL POTHOLE ZI :.. 2 :. :. :. :. Z _ : :... .:..... ..:E:.:::.. .: ................... :......... :. ....... ....... TO VERIFY LOCATION: `` .t a �, :.. ....: .. :. ,. -. ..... ............... ..� :....... .. ....... :...... . ..N:. ..h.. .. ....... o,.. a w o :...: �- .. Ex:. 12..P.V.C'A: .. ..... : ......... 1 ... ?1:.... .. ...... ...... ....... ....... .. ...... .. .. n.......... / a"• "L..L' 0:.... .... :.... .. : .... ... ...... .. .: ...W1 ... .. ... ..:...K1... .. ..... ...fh1 ....... .... ...0.. .. . :........ : .......N:... ... ... :... ... ... ..st..... :..... ... ..... ..SANITARY....n ......... .. ........ ....n... ....................n........ .......:. .:...m.....:........ .......m:... ..... ....... ..m.....:.. ...� :..... - - - - Q t:.O. 1111::: - •-SEIAER....: n ......... ........ :...rn ... ...........1....... : : :' : : :: : : : : : : : : : :..' �' ... : : : : :: :::::::.:'::::: 1111::: �' : : : :.... ... : :: 1111. J t- 560 :.... ....:....... ...... .... . i� Z F_ d :..... .................. ... :................... :....... .:.........:.........:....... :: ... : :. : • s80 m 4s +00 44+00 Z; ®� U = 0 w ° 40+00 w o 41+00 Z 42+00 0 3 w o X w 3 n 3 a s w w 3 i n, o a a a s z I ECOMMENDED FOR APPROVAL >> U�.0 'cai � :v Ij an. S! a_ >vdv vz�i �9 I Uvo � :aI av 00c�... � I vcaa.. �� :. BY• I i; Date•.B /3�/�/ � r a s c U a v: a r N Np "� N d N N No;t -I By:'' Date:l NN h N.N. H d".da N:N NN K 'N. CV `e N' iV p W Y� Or o3 wJI �N',N'CD h r ,f co.-a0 Y N7 �d'r W..J M NN d• .w� ION N00. W ONN Y �+ WSJ BY: : D8te. �- ° cV N U_ M M m of (D i� O U to O In O N O U N • cv m 1 1 N. 1 7 i iV m III.. I "� ! t M ui. i i N ro i 1 I 1 co i! 1 ,rnl cp 1 I' I � o I, I I' r II I': �, 17 n O. BY Date: ,SHEET: 13.. 2 ,+j :� co .- mnj. rnd-rn _N MODOf S c0 rOi �n =oi M. d- t S :O i0� o m� o•lM m -iG MOO M pp MOOO, N: MOO, r-f :. N h 6. fir} t0 1� O IO !n � W N g N .- aJ: h. (O �? h O, W O>I M :� 1n O a n O O N M W: O O' m O m (n + �o <o m + 11 N o-: n K) + 11 oo'lo'Mi Vn + Il of M (n + 11 o °� -�1- II t 11 II + it ci of M �'M W O 1 2» If) U 0 J 0' .t J M :M M � dt J �'} M N� W M M � d' � M M.. M nn U-t w !'7 M „1 •' d Jw M M M •* 1 W f!) M M •� W M M•. m� J: M M 0-� N. I DF: '' 32, � + ll P D N t If M r M OOM M In tO M} y,,l w o w : t- w ,- r- Z.. : Z Z I w Z z m Q n' a n d u n n z d u n n rn Q u It m Q n N Q n n 11 n u d n u n Q n n n < n n Ii Q: a n - d n n a w TWO INCHES AT: FULL E.CALE. JOB NO.: ? 00718 3 z ,ww x www mlr �www x �ww wu~ �ww wn.�w,www wn'�www t~ir zWWw mvl'i �www v� �ww :wu~, �w UI^3''t~n � IF NOT. SCALE ACCORDINGLY SCAnaEO MAR 9 6 20113 - I • y I', 10 r.: i I .I !, • .. -_ - :. 1e I., : - II ! Illr :,,r Air :� f ; .. u' :°il . k Ali I I r�r11' R s 1 R ®�. :�I 5 �I , jj� I I I L I f� c ti it ill . i I i � I 20' 10' 0 20' 40' t a D- v w $ N b coN�, .M- N .M- F O I �.'. -. r M rnr -� MO W OMi �OMi Z:vi ui W M + W r7 + ply N + M + in z vI z -.,03 "' ° ROADWAY 8 STORM DRAINAGE NOTES w'g° ui m v torn o rn CONTRACTOR' SHALL REMOVE AND WASTEHAUL EXISTING INS, CATCH Z SEE SHEET 13 IL BASIN, OR STORM DRAIN MANHOLE. j pis � T I MONROE AVENUE HE — W O2 CONTRACTORISHALL CONNECT EXISTING DRAINAGE PIPE TO NEW STORMm ? — — = DRAIN PIPE WITH FERNCO ADAPTER. g' 3 �T I 14 �— — — — — O3 CONTRACTOR' SHALL CUT AND CONNECT EXISTING STORM DRAIN PIPE TO v W.. NEW CATCH BASIN. R 14 T �? , G IjJ ®CONTRACTOR' SHALL INSTALL PERMANENT CONCRETE PLUG IN UPSTREAM 7 I T T D 12° CG O CAUTION: POTENTIAL UTILITY CONFLICT. ___— - -- END OF EXISTING STORM DRAIN il � D 0 12 CC D NFLCT. CONTRACTOR TO USE "ETHAFOA.M' 4 O' PAD AS SEPARATION BETWEEN UTILITIES, c=_ D i2° CC 0 5 D 47 F00 D 48 0 © CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING STORM DRAIN PIPE. AT D- p- -- _ - - -- _v ___ ABANDON STORM CATCH BASIN OR MANHOLE IN PLACE - G D ■ 46 +00 S 7 CONTRACTOR SHALL 4 45 +00 _ _,. __ "� S t S 8 CONTRACTOR SHALL POTHOLE TO VERIFY DEPTH AND LOCATION' OF EXISTING a tl p m" 3 ' I - c `� 1a" yy WATER LINE. IF THE WATER LINE CONFUCTS WITH THE INSTALLATION OF o . } m o 12" VC 12° S W 10° w THE CATCH BASIN, THE WATER LINE SHALL BE RELOCATED, PER THE, CITY < S> �a r— S S 10" W a SPECIFICATIONS. w Y o 10° W W 14 O CONTRACTOR SHALL REMOVE, PROTECT, AND RELOCATE EXISTING a 0 w m a W W fl —_�_ — — — LANDSCAPING, BLOCK WALL, AND /OR ROCKERY. COORDINATE WITH o p z O PROPERTY OWNERS. 1] —I 12 J 90 CONTRACTOR SHALL NEAT LINE, SAWCUT EXISTING SIDEWALK AND /OR CURB, CL — 13 I SURVEY MON. P NT AND REMOVE AND WASTEHAUL CONCRETE. CONTRACTOR TO INSTALL — — — — — N 1 NORTHING: 183654.1152 _ CEMENT CONCRETE, ROLLED CURB AND REPLACE SIDEWALK IN KIND. w 3' EASTING. 1308 74 1.2990 CONTRACTOR',SHALL ADJUST EXISTING CITY OWNED MANHOLE CATCH BASIN, Q ELEVATION. 3 2 .46 0 � O VALVE BOX, CLEANOUP MONUMENT CASE FRAME TO GRADE. UTILITY COMP- J w ^ (/� I i I I TO ANY GAS VALVES AND /OR TELEPHONE MANHOLES.' CONTRACTOR % a = I I 12 CONTRACTOR a r i o SHALL FURNISH AND INSTALL CEMENT CONCRETE' APPROACH. (f a N I 0 +' ° I I SEE DETAIL SHEETS 24 & 27.. z I ¢ 0D "� ° '° 13 SAWCUT EXISTING DRIVEWAY FULL DEPTH AT LOCATION TO BE MARKED IN o M + 11 to oz rn 1 THE FIELD BY THE ENGINEER. WASTEHAUL: EXISTING PAVEMENT AND g � + + o o't M' co U W Z I, I I REPLACE DRIVEWAY IN''KIND. ui a m F z Q II o m I ( 14 CONTRACTOR SHALL NEAT UNE SAWCUT EXISTING SIDEWALK' AND /OR CURB, N d L i ° y � y ¢ m x I AND REMOVE'AND WASTEHAUL CONCRETE. CONTRACTOR TO INSTALL w n w v I' I I CEMENT' CONCRETE VERTICAL CURB AND REPLACE SIDEWALK IN KIND. 15 CONTRACTOR SHALL PROTECT EXISTING HYDRANT, SIGN, WALL, FENCE, :..... ....:.........:.........:...... ..:.........:.........: .........:.........:.........:. .......:.........:......:..:... : ::: ::'::: DU CONSTRUCTION. :.........:.........:..... ....:.........:.........:...... ............:.........:.........:.. .......:.........:............. ....... ....... ................. :.........:.........:.........:.........:.........:.........:.........:.........:.........:....... ..:.........:.........:........ NT. :.........:.........:... ...... :.........:.........:.... ....:.........:.............. ....:........ .:.........:.........:......... ................. We 1111. -- ... 1111.-- ---.............. :.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:...... ...:.........:.........:....... ..z ......... Y. -r-: ... .. - j {] :.........:.........:.........: .........:.........:.........:. ........:........ Q .........71. - E - - � - 16 VACANT. LANDSCAPING RING- ON. ......:............... ...... 1111.. ...---- -•--- ------- --. ... ... ........... IN EXISTING CE. .... ...- 1...111........... .. 1111 - AC R R . ..... ....... ........ ..... S98 r . 17 CONTRACTOR REMOVE PROTECT. AND REINSTALL FEN - ...............:................. .............................. 1111.. 1111... 1111.. 1111 I• 398' :......::.:................ .:.........:.........:.........:.........: ......... :......... :......... .. ....... ..........:..........;......... ......... 1111 ::�, ... z . Q.:...:.........:.. — aM :...................:...................:...................:. ..................:............ 1111... :...................:... ............. .1.1.1.1..... .............. c.:..... 11 11.. °-- °-.. °-........ ... ............................... ........ 18 CONTRACTOR' SHALL REMOVE AND WASTEHAUL EXISTING SIDEWALK os r S 1111.. 1111... 11:11. 1111.. 11:11. ...... ....... .. 111:1.. � 1111.. 1111.. 1111.. 1111.. ... � :....... .:.........:.........:.........:.......................................:........ ..........::......:I--`h.•:.:a: ----- ---•-_ -1111 .. 1111. 1111 .. - ...................:.. .............. a .........:...................: ......... :............�X}SANG:GF.OUND :..... ....:.........:.........:...... 111:.........;.........:.....1. m :: ....... ............... - - ..................:.................. ............................... ... .- - _ _ ti�E �.... &.F. a.. PAVEMENT .AND OR CURB 19 CONTRACTOR SHALL FURNISH AND INSTALL CEMENT N TRANSITION :...................:......... ..........:..................f. ........:.........:.........;.. .......:.........:..:::'.:...:: ....:...,.:.... 1 m z :. ...........................:..................... ............................... /. :: .. ti /.� f���/ EMEN CONCRETE SI ..................... 1111. / / •i'' ` ti Q cxrnnN uwlia CEMENT CONCRETE - ..:.........:. ........:.........:..... ...:..... ...:.........:. .......:.........:...... \ Y \ \ X \�. \1.�. �\. % ........�...... \ \ \ \ _..z. y y RETE CURB END SECTIONS. SEE DETAIL SHEET $90 :.........:.. ...... :.........:.........:.........: ........:.. .......:.........:.........:... . : :':.: :. - ......:.........: `,l\: / t/\ , r\ \ �r. . 39 ... ........... ............ ....... ...... •--- ......... ....................................... ........... �5y \7 Y GN a; 27 a S•c, r .. ....... ............................... ..:. .: . ................ .................... ............ ........ :................... :................... :................... :........... ............................ :.. �c�+i:\�i`��7`it�Yi'� fi ... 1111;.. - . 1111... 1111... ................. 7� - -• - -- • - - ................... : ......... : ......... : ......... : ........ 1 1 1 1 : - .. 2�0 CONTRACTOR SHALL REMOVE, PROTECT, AND RELOCATE EXISTING SIGN. Iyy :.........:.................. .:...................:......... :: ............. :.........:.........: :.........:......... :................. ............:.................. 1111 l % i,fa :........ :.........:....... ._.......:.........:............. ......:.........:.........:.... 2t CONTRACTOR SHALL FURNISH AND INSTALL PLASTIC STOP BAR AND /OR S :......... :1111... \ \ \/ ... ......:.........:.........:.... ;::::::::E:..'...:.....:i :;.. .... ..........11...11 O CROSSWALK, MARKINGS. / -iVi\ 1. it 1� .............. ..........................:.... ..... ...... ....... .... ;. .... .... ......:.........:.........:...... ...:.........:.........:....... .................,.... -.. .............:.........:...... ...:.........:.........1111.... ....- .........;...... ....;..._.. MP ALTER PER ti ......:...... ............:.........:....... . ......:.................._..... ;..,.:....:.... ... ..: S6' CONTRACTOR. SHALL AND INSTALL CURB' RA 'ALTERNATE' R 8S6 ...........:... l,9L :..............:. :.........:...... . ... .: -:-. -. ... -._ •• - �•••� -•- •••�•• • - -................ 'CITY OF RENTON STANDARD PLAN N0 -005.1 q� _. . - :.........:........ ......... 11:11. ... .. 1111..: ... :I. ....... .. IRON ,rJ .:.. 1111.. :. .......:................. ......... :.........;........ :....._. _ 2 P. 1:111 s..T2& LF_ ..24.'ICF'EP STORM PIPE X0.0030: [ 111:1..: a, 8 .I _' ...._ , ; a i _ ORM PIPE'S =OA05 • ? . 3 'CONTRACTOR' SHALL FURNISH AND INSTALL 4- INCHES' COMPACTED DEPTH i= a 1111.. 135 ,` ... 24 . CPEP $T . ............... ......... :.I 1111. 127•LF- 2¢. -CPEP ST -0RMEPII�E:S -DUD .,. BARK MULCH! 111;1... z` Q ",�, ..�..e.,r.......,..�, -•.r .., CONCRETE TRANSITION .. ; SS CONTRACTOR SHALL FURNISH AND INSTAL_ ASPHALT CONK R10,1 Ll F R OI 1 7 E I ®I,L 1;,� F R Co 8, SCANNpO -MAA 6 2003 w wz U C w O w C)a W C) 13- U U M a- 20' 10' 0 20' 40' m O W N n N MAN U Na o� 92 O m ++ OD <} �� „mj rb Ql M r N m 11 m m N+ V J M M pp ' 11 Z N N MO d• tD LL) (D. N+ N+ 11 Oi W .01 �p <F J M z zz W Ys m {, U r13 F a Hr Mij� N Gri U DJ GO J MN] U. z F W ¢ 11 11 -10 m P ROADWAY & STORM DRAINAGE NOTES NNN N� Z N �`- JS O1 CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING INLET, CATCH u u ¢ d d d d x F x ww �r Urn w N "-' v u~i C) V cn it �-' w ' - - rn W z8� z V_ ul BASIN,' OR STORM DRAIN MANHOLE. O CONTRACTOR SHALL CONNECT EXISTING DRAINAGE PIPE TO NEW STORM Z zP f/ 14 MONROE AVENUE NE` 7 4 4 4 - - - - - (n DRAIN PIPE WITH FERNCO ADAPTER. O3 CONTRACTOR SHALL CUT AND CONNECT EXISTING STORM :DRAIN PIPE TO �F L1 z N' _ _ ` W W NEW CATCH BASIN. ® i 7 a_ - - - _ - - - - ❑ co ® CONTRACTOR SHALL INSTALL PERMANENT CONCRETE PLUG IN UPSTREAM U o - - - - - 12" CC -1!2" CC D END OF EXISTING STORM DRAIN PIPE. IS` N 0 �5 CAUTION: POTENTIAL UTILITY CONFLICT. CONTRACTOR TO USE •ETHAFOAM" 111 �, �� D o 6 0 PAD AS SEPARATION BETWEEN UTILITIES. 12 C G - `-- D 5 D D 52 + O6 CONTRACTOR SHALL REMOVE AND WAST'EHAUL °,EXISTING - STORM DRAIN PIPE. S 4 D 2 �_p 5pt0U D 51 +00 t- -.._ ._ - - 04 O 7 CONTRACTOR SHALL ABANDON STORM CATCH' BASIN OR MANHOLE IN PLACE. O ® O pp ■ D 49 +00 __ _T- - : -. - - - S -- S- S Q s Q CONTRACTOR SHALL POTHOLE TO VEP.FY DEPTH AND LOCATION OF EXISTING _ ++ 00 _ - -! =• F h . -_ S S 2 TC^ W ONFLICTS W17H WATER ,LINE. IF THE WATER LINE C THE 'INSTALLATION OF THE CATCH BASIN, THE WATER LINE:SHALL BE' RELOCATED PER THE CITY` 0 N EL x i N II II ni 3' fl �j _ - S g loll (i) SPECIFICATIONS.' �_� r o: • - ip^ W Lu O CONTRACTOR SHALL REMOVE, PROTECT, AND RELOCATE EXISTING _ > � a w Y 00 F ® " ROCKERY. COORDINATE WITH LANDSCAPING, BLOCK WALL, AND/OR ci IL ui IL ca 4 fl �. - 4fl - -� J PROPERTY OWNERS. 10 CONTRACTOR SHALL NEAT LINE SAWCUT EXISTING SIDEWALK AND/OR CURB: o 0 w x a °a ® Lll - - _ _ AND REMOVE AND WASTEHAUL CONCRETE. CONTRACTOR 70 INSTALL Z _ J - - _ _ - - 14 14 \ Q CEMENT CONCRETE ROLLED CURB AND REPLACE SIDEWALK IN KIND.: T7 CONTRACTOR SHALL ADJUST EXISTING CITY -OWNED MANHOLE, CATCH BASIN,' VALVE BOX CLEANOUT, MONUMENT CASE FRAME TO GRADE. UTILITY COMP- CL 3 ANY ANY TO ADJUST GAS VALVES AND /OR TELEPHONE MANHOLES. CONTRACTOR of a TO COORDINATE. F„ a a 12 CONTRACTOR SHALL FURNISH AND INSTALL CEMENT CONCRETE APPROACH. Q > v a r- Z SEE DETAIL SHEETS 24 & 27. of - iv w O s f N m 13 SAWCUT EXISTING' DRIVEWAY FULL DEPTH AT 'LOCATION TO BE MARKED IN "ro w_ 0- m w N o? I r 1 N a m 1 ° 9- rn I THE FIELD BY THE ENGINEER WASTEHAUL EXISTING PAVEMENT AND REPLACE DRIVEWAY IN KIND oz rn o° p M� APPROXIMATE LOCATION OF m {I N +-, A OR EXISTING STORM SIDE SEWER. m "� O N+ II ro � + °n o a m n m 14 CONTRACTOR SHALL NEAT LINE SAWCUT EXISTING SIDEWALK AND /OR 'CURB, 'TO w j�� CONTRACTOR SHALL POTHOLE N w z w' / T6 VERIFY LOCATION ! �' Z q w 11 N q r J M' n ¢ u AND REMOVE AND WASTEHAUL CONCRETE. CONTRACTOR INSTALL CEMENT CONCRETE VERTICAL CURB AND REPLACE SIDEWALK IN KIND. ! -00 VI KW. W iR W(n �� 15 CONTRACTOR SHALL PROTECT EXISTING HYDRANT, SIGN, WALL, FENCE. W 0Z AND /OR' LANDSCAPING DURING CONSTRUCTION. 16 VACA T VACANT. :.........:.................. .........:.........:.. .......:.........:.........:... 1111..:.........:.............. - ... ....... ... ...- -- -- ........ . ....... ....... ;1111. :� E . ....... :.........:.........:...................:.... :..... .......................:....... ....:.........:.........:...... .....................:...................:........ .....:......................... ...:....... ............:.. .......:...................:... .:.........c................... ..:............................ .... .:.........:.................. ...;..,............... .. 1111:: .. .... ....... ....... 1111_ .;. 1111- 1111••- ....... .:. .:. ... .;. 1111--- 1111.. 1111... .. - • - -. .... .. ...... ..... . :. .:_ ... . ; : -- 17, CONTRACT�t SHALL REMOVE PROTECT,. AND REINSTALL EX 11NGI FE IS NCE. z F. 5 a o ................................................................................:......... :.........:.........:.........: :.........:..... :.........1111 :.........: ......... :.........:.........:. .......:... .....:........ ... ................. :.... ....:.........:.........:.........:...........-.......:.ING"GR..:... ......:.._......:.........;.... :.........:. E, TIN .. QUND _......... :.. .......:......... :.........:... 1111-- : ---......;.........;.... 89� :. ........:.........:............ ....::::: : ::li:: ::: :::::::.ntS..G..R.............. ............................ ............................... EL•Ei44T1 ©N ........: ..................:....:..............:............... :. ........:.........:.........:.. ................:.........:.........:.. ca.....:.........:.........:.........;.. .......;..........._.......;... :.........:.........:.........:..... ............................... ..... ...................:........... 1111. 1111... .. 1111-- 1111... 1111... 1111... .. 1111. 1111.._ :.........:... .... ..... :: ...... ...... : :::: :: ::::::: ::::::: 1111-. 1 1... ... ... : .........:......... ..........:....... ...... : $96 -• ....:.........:.........:...... ...... ..................._......_.... _.:................... .......... 111:1.. 11:11. ...:... 1111... - ------ ....... ....... 11,11.::..... ..:------- --'---------=------------------ 1111... 18 CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING G SIDEWALK, PAVEMENT AND/OR OR CURB 19 CONTRACTOR SHALL FURNISH AND INSTALL CEMENT CONCRETE TRANSITION N CO CR A - :1111. 111:1 .............. :.........:...................:...................:...................:...... • .........:.........:...... ...:.........:.........:....... .:.........:.........:....... ...c.,.......;.............---- .........-•-=-------..:-•------ _ 11.11- 1111.. 1111... 1111... SECTION WITH CEMENT CONCRETE CURB 0 IL C ND S ET E I SECTIONS. SEE DETAIL SHEET 0a :.........:.........:..:..�.. .. ::::... .. .: •.........•, .. ...: ... ..:..: ...... 111:1. ... ....... ....... ....... 1111-:-- 1111- :1111 1111 : ':... ._ 1111... S II 27 :............ .. .. i. � -/ f-i r•✓ f f l` �\ � 1�\�� \,� \i..ti ............... �\ .� \,� ...�.. �' . �- �� \, \� \\ „^ \i \r \\ . \ : �. �.\ �\ \ .. ......... .� \.`v�.i\:� \. \- .. v�%it ./.\ l : _ ... ,.. •- -..... -. - �..... _ -� .. :. / / / yt `/ �/ ?./ ' /.h`f! /�.1>1�f1.%/✓,�f�' %/, $!® � __. -- - - 0 CONTRACTOR SHALL REMOVE. PROTECT. AND 'RELOCATE EXISTING'' SIGN. 0 w S90 .............. . ........... .......1111....... ; .1111 . .......................... .... . :.........:........:......... :............... .... ....................................... :......:...... ... :.........:.........:....... :. ...... ..... ....... ...,_...........:.............. .:.........:...... :. .. 1.1.1:1..- .........- ...:.:.:... : .. 1111... .........._ ........... 11.1.1..... .1.1.1.1..... 1111.._ 1111..- 1111... 1111... 1111... ... . = 21 CONTRACTOR' SHALL FURNIS ALL r H AND INSTALL PLASTIC STOP BAR AND/OR - Ixr; pSte- w - :.........:..... .. 1111 - - - • ..• --. ...:.........:......... :. .. ....:.........:...... ..:......... .......:......... 1111 .......:........... 1111.. 1111.. 1111... -- 1111-- ........ ........:........ •1111- 1111--- 1111... 1111... CROSSWALK MARKINGS :................... :.........:......... .. .... ....... ............. ;......... :.........:........ ..... ..:.........:................. .:.......11:.........:11....... .:......... .......:.........;.......,. ;.........;.........;.........: 1111.... ........._....... :. ...... ..... ..... ....... ...... ....... : - -- CONTRACTOR SHALL RA 'ALTERNATE' PER ® MP 385 ................... ........ . ......... :.................. .....................:......... 1111..., . 1111• . . . ....:.........:.........:...... .'-- '-------.: ..._............ ._ :...................:.._... ...:.........:.........:...... ,. :... ...,..r....... >. :..::.... ,..............._........: ::... :111,::1 : :.:....:... :..:....... ... :............ .......:................:...... .:.. :1111 :........ '': ....; -24, ....:.....::.. .:. :........ ', .....:,:.....:. _ .. .. .. :1111 • ,142' L• F: -• <2+Y : CPEP • 111...:_.........._....1 :11:11.. .:...11_1_1.._.: ..'.:..... ....... .,1;1:11 .....:.... :11:11... :... .:::..::._,._....:.'.;......;:. ::1111 e :... 1:111. :. _ : •; E'5 =0.3 150 h F. 24 .CPEp•STORM•I�IP .. -- .... c . -- -• :1111.,:[:::: 886 _... -• S'TORM PIPE•5ca Of136 ................ :. 221.1 F..:: 24. eP�' . _ ...: :. -. :.. CITY F RENTON STANDPRDHPLAN N,O.T005.CURB 3 CONTRACTOR -SHALL FURNISH AND INSTALL 4- INCHES COMPACTED DEPTH 0r BARK `MULCH:' nr L I m a� :......... 4 ASPHALT CONCRETE NSI71 0 TRANSITION CWIT}i CEMENT ASEC110NS. ° � q a :111....1. 88O ; ::::::::::: ........ :' : :.....: EX.. SANRARY :1111...,,, ;..:' 1111..:.......,. _ . .. L , ..... ......... ....... ; .......; ...,... T Y, SEWER EX..SANI AR .......... , • ...... :.. ..........: :... :... .... c S80 SECTION CONCRETE CUSTALL RB END; S CONTRACTOR 'SHALL CONNECT SANITARY SIDE SEWER TO EXISTING TRUNK � � @ � o o • w a 1 1 ................. 1 ::.1 .. . ; , . - - .: ..... _.. _ ...... ...... .....: ::. :..........;..... .1.111 . ..........:.... .... :........... ... .... ....................:.......... ..::.................. ...........:.........:......... ; ; ; :................ ::1:111 ... .......:.:..... :..:.,............ : :.., . :..: ASIDE r s 5. s,- x :1111 ....:......... .. 1111 .................... EXIST-, GB :STS. 48 +08;.........: ........ :1111.. :.;....... :......... 11:11. . 11:,1,•1''.: ....:...... 6 REMO SANITARY SEWER MANHOLE :.........:.......... :.........:.........: ;.. ........... 1111 E ........:.. ... .CH.NO; 28.., :...................: .. :......... 1111.; 1111.. .:.. ......:.........: .........: ..................:....... .......... ........:................. .................. :....... ........:................. . CB NO .28 . .. .. ' ... ... ....... ...:..' 11 ,111,1. ....... D N DRAIN PROXIM © APPROXIMATE. CONTRACTOR SHALL POTHOLE .................... 8%8 .......... .............. ................ 111:1.. ............. ........... ^. :. 1111 .. .:.........:.......... : :' :1111 ...............: t0 ?1dAT] t2 ......, .....�Q...... :................. 111:1... ............. ........ .........i::::::: .. 1111... ... :... :::: :, 10 °W .. ...... ATER; 09Ei ... , : : ... ..... 1111..- 1111... 1111... 1111... .1.1.11 .1.1.1.1..... s%8 TOCVERIFYOLOr^A110N.G W Z :.........:.........: :.........:.........: 1111. .......... ........:.. .. ;........ ........:.. .. :.. .. _.. ...._, ... ..1:111 ..:. .:.........:.........: 1111 ........... ... � ...:....... ...................... ....... ...... ....... ..... ...... ....... ..... ..... ........:................: ........:....... :... '... .. .... ... ....... ....... 1 1. 1111... Z :.........:.........: 870 ..........:.........: • :.........:.........: :.........: �.. :1111 ... .:.........:.......... ........... ... ¢ :1111 ... .:.................... ........:.. ... :..... :. �... :....... . :.........;.........: 1111.... :.. .1111. :......... ................................................................................................................... ......;.. 1111.. 1111... .. .. .. ........ . 111.1.;.. 1111.. 19.hF - d2..p1:.::.i:::::::: .......................... 1111.. .:.........:....... ........ :.........; 1111. ............ .......................... ............................... .......................... :: ........:.........:....... 1111 1111 _ :.. _ :: 11'11.. ::.•TEL:.. 1111 1111 11:1:1.. ...., :..... ... .. :.. .... ... ; :. .1111... ........ .........:.:................:.. ................:...................:...................:...................:..... .. :::. '14:LF.. :12::'DI::..: ..... ....... ....... ....... .:. .:. ... ... ...:......... :.........:.........:.........: ..............:................ :. $70 z _ g 0 =' rn 01c + ¢ ~ 3 � WLM Z � a J rL. :.........:.........: :.........:.......... ........:.. �.....;......... : ....SfORMiPIPE......;.........; ...27•LF - 12 --GPEfl .. 1111... ;1111. - ......... ........:.........;......... ........ ;.........;. 2g.. .........; ........ 1111.. 1111.. - 1P GPEP ....Sg: .. .. ::::::••S TORM'.PIPEE'..... .: S 0.01.0 E : :::::: ......: ::::::: :' :':: :..: uj Z W OF ................... :.........:.........: ......... 1111. :......... .......;.....S�b.01D........ 1111 STORV PIFIE....;......... .......1111... . :......... S_ ;1111 1111: Q12...... :.........;....... :.........: .................;.... STORK ::::::::::::::: s =0.pt0 :1111. 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W .,7 N'® c°icai0c°ia V 't '04 � Uvc�o *� *NN ~ = NOF :avv> **Nd • By: B D/ 1 r' BY Dete: • O Z aw i�JN.N I�r -�:� I I 1 I I WG p.�J FY- MN 'N �.- N NZw(n w,.. NJ .ON O N N .- OD. By Data: a o/ BY =� ' Date- I SHEET- 'e'� F I t` ZNM C,4 goo nO N v1 "An III m0 -�^ do '<t ZfO Nom+ MMt7 t0 (O a"7 g co p��rG0) tn+ m MWmU p. rT 172 NM+ M•- C! 11cyrgr,n m m 0 1• 2• I f� 1 OR 321 m m w z a iE I TWO INCHES AT IFULL I SCALE. JOB NO.: 00715 w - -28rfr „gym w w,m = - = -= v iE n w w r w IF N OT; SCALEI ACCORDINGLY` DWG: PlAN13 E I ®I,L 1;,� F R Co 8, SCANNpO -MAA 6 2003 w 2o1 o' o zo' 40' wa U W a- 10 J 01,00 m n� ^a m M m + N + { t A rn 4i I a U� JAM u 0 o� CO CID L JK w g A N Q Z Q D S r z �o �y W� fY _ W W N U W N QO "~ "' ROADWAY A STORM DRAINAGE NOTES -- - - Ogg 1! i CD rx as . r IJI O7 CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING INLET, CATCH '!= <G _ BASIN, OR STORM DRAIN MANHOLE. _j �g ; w MONROE AVENUE NE — — — — — — O CONTRACTOR SHALL CONNECT EXISTING DRAINAGE PIPE TO NEW STORM Z _ _ _ W DRAIN PIPE MATH FERNCO ADAPTER. ���444ii U Q _ — 7 — — — — — — g W O CONTRACTOR SHALL CUT AND CONNECT EXISTING STORM DRAIN PIPE TO _ — — - — — p 10 "CC (/' NEW CATCH BASIN. �F m D ® CONTRACTOR SHALL INSTALL PERMANENT CONCRETE PLUG IN UPSTREAM IwJI Q T p U D END OF EXISTING STORM DRAIN' PIPE. to � + ® CAUTION: POTENTIAL UTILITY CONFLICT. CONTRACTOR TO USE 'ETHAFOkm' Q D 55 +00 � PAD AS SEPARATION BETWEEN UTILITIES. o O 4 D 54 +00 D - -- ' -` - -' © CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING STORM DRAIN PIPE. —.— .._ —„ D 53 +00 _ - . �- _ a - + 00 1_ -C -- 5 Q CONTRACTOR SHALL ABANDON STORM CATCH BASIN OR MANIiOLEIN PLACE. N Q Y - -. . f N A.II I m 3 �. S i2" S 10 ca ® CONTRACTOR SHALL POTHOLE TO VERIFY DEPTH AND LOCATION OF EXISTING >- S N iii WATER LINE. IF THE WATER LINE CONFLICTS WITH THE INSTALLATION OF 5 10' h Q 10" W THE CATCH BASIN, THE WATERLINE SHALL BE RELOCATED PER THE CITY d we W 6 6 ® LLI SPECIFICATIONS. a w a I- p & Ay 5 - fl — — ? O9 CONTRACTOR SHALL REMOVE, PROTECT, AND RELOCATE EXISTING o voi n c=i a e .JI LANDSCAPWG, BLOCK WALL, AND /OR ROCKERY. COORDINATE WITH PROPERTY OWNERS. 14 C iG 'AND REMOVE AND WASTEHAULE CONCRETE. XICONTRACTOR TO, ANST L CURB. < J W I 14 - o I Q CEMENT CONCRETE ROLLED CURB AND REPLACE SIDEWALK IN "KIND. 1' a' Ic I 2 I w w Z rn 3 rn g 17 CONTRACTOR SHALL ADJUST EXISTING CITY -OWNED MANHOLE, CATCH BASIN, ° Z 3 3 z sn W a a a V) a VALVE BOX, CLEANOUT, MONUMENT CASE FRAME TO IG2ADE. UTILITY COMP - ° z ~ I n o v Wa Wa a v m ANY TO ADJUST GAS VALVES AND /OR TELEPHONE MANHOLES& CONTRACTOR Q > W r a a 0 v v 0 a F v T4' COORDINATE. ° F_ I N a `� o IN i4 IN ° r IN 12 CONTRACTOR SHALL FURNISH AND INSTALL' CEMENT' CONCRETE APPROACH. w w _ ao m E" W W °� ° Wq °J m ° SEE DETAIL ,SHEETS 24 '& 27. Z J W J.rn a N p l i i l l l l a.N o f }.Z N o I. O z N p I ? N o 1 I > rn v N v aD d ,r rn o - rn 13 SAWCUT EXISTING DRIVEWAY FULL DEPTH AT LOCATION TO BE', MARKED' IN m M ao m f � t' m' "' ° m ao ° "� N w "� THE FIELD BY THE ENGINEER. WASTEHAUL EXISTING 'PAVEMENT AND w m aN N ui c3 _ m+ O '0 00 u0 m`c Lei m+ 11 a6 Nom+ 11 e` IrI N + A ro 0 13 � Z i o F h m m w r) M CD ¢ V M - O REPLACE DRIVEWAY IN! KIND U M OD U c0 til J '0 Ih OD 03 W CD t In J M C5 cn nI 11 I1 n n' n d n u Z° 4J 14 CGNTRACTOR SHALL NEAT LINE SAWCUT EXISTING SIDEWALK AND /OR CURB, mII x m i I N w W w w W:w W w N w m w AND REMOVE AND WASTEHAUL CONCRETE.'' CONTRACTOR TO INSTALL 8FS N w w - w CEMENT CONCRETE VERTICAL CURB AND REPLACE SIDEWALK IN KIND. :::... ...............::........ . ........::.............. ....::.. ...............::.... ....... ...... ::............ ..... ::................. .::..... . .......wwa...;;;...- ................. .: .:.ii ::..................::............... .::.. '... . .... .:. :: .............. ..... ..... ......- ------- .. .. .. O CONTRACTOR SHALL PROTECT EXISTING HYDRA NT SIGN, W A FE N CE ......... :......... :......... . ......:......... ....... ......:.. : : ::: :... .. -- ....... ...... AND LAN DSCAPING DURING CONSTRUCTION. ....... ..... ......:.. ......... ...... ....... - -..... ....... 76;VACANT. :. .......:.... ....:.........:........ :.........:........ . :.........:.. .......:..... ....:.........:... ....... ...... ..... ::::.: :.... : : : : : ::. .... ...... ... ... ....... SHALL E O ......... :......... . . . : .........:.........:.. ......:....... :}_..:::'::::::::::::.:. ......:.........:.......:...... . 586 17 CONTRACTOR REMOVE PROTECT AND REINSTALL EXISTING FENCE :...................:.......... .........:...................:. ................... } ...............:................... ;.........EXISTING.alinU140.:.. ....................................... ...... ...... ...... ....... ....... ....... SIDEWALK, a P a :......... : ... ..................... ................ ............................... .. a -�- CONTRACTOR REMOVE 18 SHALL AND WASTEHAUL EXISTING :.........:.......... - ......:........- .- ......Z. sc............ ... :.........,........ :.;.........;_...._...;........ .._.... ....... .... .. ....... .. ... ....... O PAVEMENT, AND /OR CURB. ....... .... ....... ....... ..... ...... ....... .:. .:. .:. .. i .. ....:i .:.....::.....:..:E..... .a. r :.........:........ ... :• 2. ............ ............................:.. ............. .... .. - 19 CONTRACTOR SHALL FURNISH AND INSTALL CEMENT CONCRETE TRANSITION :.........:.........:.........: NS. S A f., X / ✓/i 1i� �/i 1/ ?% ::: AIWA SECTION WITH CEMENT CONCRETE CURB END SECTIONS. EE "DET DETAIL SHEET mad S90 E ? / / /�\.wr •.x.. 1 >/ a�i �n/a .. fr. .J. ....... ... .. .�s y \ �/, .. /�\ \ 1 S .\ x .� ��\i \ \i.���. \\ 5. ��..,•\:? ..:........................................ .....................:......... .......:...... :...................:..... ...... :.......E.:.............. 27 i Y, i x r. u /.fir\ /x ............... ;................ ............:.................. tylr r Li ... ..... . NTRACTOR MALL R R D RELOCATE EXISTING :.........:. .......:.........:... ......:.........:.........:.... .... ....... ......: ...... -- ----. ..... ....... -E- . ..................:............ 0 C 0 PROTECT, CT AN R OCA EXIST& SIGN. ....:.........:................... :......... :...................: ..... : - ........: ........:..... .............:.........:. - - ...... ....... ....... ....... ::..... .. .... .- ....... ....... R ...... .........:..... :.... ...:.........:.........:.... .....:...................:..... :: ....... ........................... ............................... .... .......:.... .. .:.: ..... ....... •�. - � - - � CONTRACTOR SHALL FURNISH AND INSTALL PLASTIC STOP BAR AND /0 �E- -E F. 24 :CPEP STOR Q �- '�' �= CROSSWALK MARKINGS _ .., .. S86 :......:.:...:.... .:... x L..,........,............ L 886 - PIPE-S.0 0030 ® ,CONTRACTOR SHALL FURNISH AND INSTALL CURB RAMP 'ALTERNATE' PER :.. ? 2LLF........ E4.: CF' EP: STQI�!¢ r ...... ............................... - - - - - � - - - - - • - - - � CITY OF RENTON STANDARD PLAN N0. 005.1 :..... • , . � •• •' - - •`` ......... • - - - ; ; ; ; : 3 ,CONTRACTOR SHALL FURNISH AND INSTALL 4- INCHES COMPACTED DEPTH E:........ : ;... :.....:._: ....I. w s g ......................... ..... :. :, .....;;.......r........ :............:EX: 72 :.SANi ...... ...:.....::..;......: ..:....:: :.. ....... ....... .. .... ..... Z ...' �,hll� z : ... ............................... ........: ... : .e o.. :. .........:.........:. .... ...... - - - - - -. ..... ....... ♦ .n - ::..... .' .. .:.........:...........,.....,. .. O9. Nb. 22 . ..... CB ...... : ........... :......... ; .........:... SSO HALT' CONCRETE TRANSITION Y �a 380 . : ................ .. :........................... ® CON ........ .:.... ....:.........:.........:. TRACTOR SHALL FURNISH AND INSTALL: ASP y _ ° :..... .... : .........:.........:...... :.... .....:........................: - - - - -- ....... ....... ....... ::... ..: "::: 04FiSECTION WITH CEMENT _'ONCRETE CURB ENDSECTIONS. :.........:......... :...................:.......... c .... .I..... ....... ....... .......... ......................:........ ., :. .' ._,.......... ..... ....... .. T SANITARY S TO EXISTING TRUNK -E- o: ...................:.........:. .......:.. ... ....... ....... ....... G o :...... ...... ..........................:.... :.... ............................... ...... -2- o ..........: ........:.... .............:E: . CONTRACTOR SHALL CONNECT SIDE EWER STIN ;.... R CITY SPECIFICATIONS. .........:.........:. ............................... ;... ......;.........;......... : : : :: .... .. ....... .. .. SEWER MANHOLE .. ...:......... :.........:....... ....... ......... ................... 6 REMOVE SANITARY SIDE W 376 .:.... .....:.........:.........:..... S8i ...............:....................................................................................................................... ............................... Daes$' W :.... , .. _ .. :... .........:.........:......... ........ ....... 2 LOCATION OF EXISTING DRAIN APPROXIMATE. CONTRACTOR SH ...:.........:.........:..... ....:.........:.........:...... .......... +.i$.0 EP .... ...... .. .. .... .. ALL POTHOLE ................. _ o i ::::::::: ::::: :...:.........:................ :.........i:: :': ::i::: STORM �?IPE[S_.`P1Q.::::. ::.. :22 ::::::: ....... :..:: © TO VERIFY LOCATION. Z :...... - . ...... ...... ....... ° W'C� :.........:..... ........................:...... ............:.... .....:..............:.:.::..::: ....... ..... ....... ....... Z z' > -2 :.........:.........:.........:..... .. .. :.........:......... :...... :.................. .:...:::::::::EX(ST.:CB:ST.A.:: ::::....... :CB M0.:20:0 OtO.:':....... .. -.... ....... ....... .. -.... < O :........ ....... ...... ...... ....... :.........:.. ...... :...... 0 =, b . STORM : .........:.........:.. ... ..:.... .....:........:::.:......:..�3. a Sao .........:.... .. ...... ..... ... ...... .. ... ....... :. : ...... ....................33:.�?..R.. N :...................:..................:..................:...... ...........:..................: W 10 .. ................:...................:...................:...................:...................:..... ..............:................ ...... ....... .... ... ... .. ... ...... ....... ... ... ....... ....... ....... ~ ; -:Q J. IL .. ......... .. ..:. .:... 00 ........ ........ ......... ..: ............. .....:........................: :..... ... ..........:.........:.........: .... ...... ... . ...... ...... d O :.........:...... .. ...... ..:......... ......... ......... .. 586 R o 386 :. ............ .....:....:":::::.::::::::::::: - ............................. .......... ... ..................;.........;.. .. . SSIi; ....... o. :.. .......:... :.................:...................:.......................... .............................,, ............................ ............ .............. z:...............................................................................:...................:...................:... ................:.............. r.. ...... ....... ....... ....... LL. zN o :....... .... .... .... ....... ....... ....... ....... .. .... < b EXIST -• 10'� t<}Q. �:. .. .... ..... ....... ..... .. ....... ....... i :........ N ....... .................0............. ..........C?. ................ . P.I P ........... ...rn ..... o .......::...... ? : n:: ::: :::: F .....:: 580 . g ' ® J 0QPEt : :.... ...... .......: ...... .. �...ST G M ,:RIPE S= 0.030.:::.: ..... ....... ....... ......: 360 . .. .....c..... .... .. ...... .. .. H -W . .... .... ... .... .. ..... ' ...... : : � o 52 +00 65 +00 z 54 +00 66 +00 U V[, x0 So ZNw3 I Y' by ti J w w'' W w w z RECOMMENDED FOR ' APP OVAL :3 vivo U0m BY Date: IB TLS o/ Z Lu N ° < *Cl N. ~ _ - N BY Data: W o w 001 N N E 't BY• Data: N n o C I I I 0 1 i 1 BY:l Datsp 11'' SHEET: 17 d°z:n �In nNrn �°� �Nrnw Q/� Nom' :OV (Vd.�C. N+ IIMMM O 1" 2° OF: 32 II 0 00 DD OD 00 co Go OD I O w' 0 -J, M M' IM "M u i J n M M ,, Z W W z ¢ A A A II vl a n A n TWO INCHES AT 'FULL SCALE. JOB N0. 00716 3 m * N _ - w U) _ _ _ NOT, SCALE ACCORDINGLY SW =2 -288it w w W w w w w IF DWG: PLAN14 ROB F`L 178 I 5 I } I F R k Fg W z w w � w 20' 10' 0 20' 40' a W Y o m �J 0_N O:N o_ N w v O (3 J U o N w0 0 J w0 WO W. O 0_p 00 r- N U II U II rn I N ui Om0 pyT M o r W N W �+ II a m rn..m 1EL I.a : _ I J w0 I J D.. N W. tul i� U� W n N 4 - •- vl /�/"�.' -' I r P oi. I. CR C Ca �, O CV M O n m a Op N '.+ + 11�,'n.. + la n n �.. I J ^ U ' 3 I n on ,.. `7 0 MOJ d [r'. .z - 11 .^ + 1 0_.- n. ! en m (r 0) f.e M o � � c m O z n O O O:nJ Z Z. WIM JR' JK Q ¢ p O 'r'I �z m N �� l `; p O p,n Urn I -� O O Ia_i O O M Z Z W M - i Z JO_ Z Q Q. r O In W� : - I a: Z Q _j v> € ,� rr t 1! II f m t- d' F I- x W ' u; T Z o o W Z d m I- ml- tai Ot- Or U rn Un_ le I = ¢ O 0 m m tai m f r = U m Um �J V. I I Z _.. 2 _ U rn �m ROADWAY 8a STORM DRAINAGE NOTES REMOVE AND EXISTING INLET, CATCH �, ,,� z Z I ' - - h BASIN,AOROSTORMLDRAN MANHOLEL O2 CONTRACTOR SHALL CONNECT EXISTING DRAINAGE PIPE TO NEW STORM ��r3 `r 14 ,' - - _ Y_ T DRAIN PIPE WITH FERNCO ADAPTER. U ° W 14 W ! ;� 14 QE AVENUE HE - - - - -- M�NR - _ _ - -T -I .- _ - i f CONTRACTOR SHALL CUT AND CONNECT EXISTING STORM DRAIN PIPE TO �Q - - - - -�� j�j ��� _�_ Ix NEW CATCH BASIN. N 1 4 2 - �- - - �- -- - 6 O ® CONTRACTOR SHALL INSTALL PERMANENT CONCRETE PLUG IN UPSTREAM - - - -- - - - - - -- L` - 4 END OF EXISTING STORM DRAIN PIPE. "ETHAFOAMF �' D 59 +00 OS CAUTION: POTENTIAL U1ILITY CONFLICT. CONTRACTOR TO USE UTILITIES. - - - - -'� '- I 4 D ■ 58 +00` _ - - - 8� - PAD AS SEPARATION BETWEEN O + p 5 D 57 +00 _ -= - - - + - S _�, - V' _ _ _ f-, r r 5- y - _ - - - 2 _ Q CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING STORM DRAIN PIPE. CONTRACTOR SHALL ABANDON' STORM CATCH BASIN OR MANHOLE IN PLACE. i N N p m 3 Ti 8 CONTRACTOR SHALL I O DEPTH AND LOCATION OF EXISG o fi LINE. CONFLICTS WITH THE INSTALLATION OF Q 5 ° - '- - -- - Z THE CATCH BASINTMTHWATER. E WATER LINE SHALL BE RELOCATED PER THE CITY W J � U tY I - - °-_~ - '` rn _ -__ - x -- - - - -, 1 ; s 4 _ � !. � - - - - - - - T — -- — — SPECIFlCAl70NS. G 9' CONTRACTOR SHALL REMOVE; PROTECT, AND RELOCATE EXISTING O _ EL a. Q U 0 o rn o U Q U n ° a Q _ = - - '�,' W- ! s , : � � / � - - � LANDSCAPING; BLOCK WALL, AND /OR ROCKERY COORDINATE WITH PROPERTY OWNERS. 14 r�'t F' LINE SAWCUT EXISTING SIDEWALK AND/OR' CURB, 1O CONTRACTOR SHALL NEAT / AND REMOVE AND CONCRETE.. CONTRACTOR TO INSTAL_ 5 ,. o iWASTEHAUL I CEMENT i CONCRETE ROLLED CURB ANDI REPLACE SIDEWALK IN KINDj j J 2 I '...I Z �!.. r ter:' tiJ N I_ z, H- - I:, w m r u :-. m C2, s ' 11 CONTRACTOR SHALL ADJUST EXISTING CITY' -OWNED MANHOLE, CATCH BASIN, O 'VALVE BOX,`CLEANOUT MONUMENT CASE FRAME TO GRADE. UTILITY COMP- � NE MANHOLES. CONTRACTOR ANY. TO ADJUST GAS :VALVES AhD OR TELEPHO / ° ° Q �: - a° J ` a: N 3 r W iv ° r. T0' COORDINATE. 12 CONTRACTOR' SHALL FURNISH AND INSTALL CEMENT CONCRETE APPROACH. m U ° jX U # I - _ c {- o zp ..� N 1 W ..� ,o �. IU ^.1 Z.F - -N ' + SEE. DETAIL SHEETS 24! & 27: oz N W o M _I ^a I- m '"� `- '"�> 13 SAWCUT EXISTING DRIVEWAY FULL.',.DEPTH. AT LOCATION TO BE 'MARKED IN. z w °i + II 1000 00 � II = _ m. 00 +' • ei Hj. rn 1'a - a m a0 + p 3 THE FIELD BY THE ENGINEER. WASTEHAUL EXISTING PAVEMENT AND REPLACE DRIVEWAY IN KIND. O o to J + p tn. w O O O J z W m�I �w II¢�� m moo_ U,tn, o!._ Ul co of I � ao � m o m M n ° W� - , M Z ' Z O rq J K) JQ F O u Q II w I M� + II f'W r y, U� w m;F II, Mrn I x� J 0 w I ! I:s r u w U.rn _ t n w z s 14 AND REMOVE'ANDLWASTEHAULECUT EXISTING SIDEWALK AND/OR CURB, CONCRETE. CONTRACTOR TO 'INSTALL CEMENT" CONCRETE VERTICAL CURB AND REPLACE SIDEWALK IN KIND: o - SHALL PROTECT EXISTING HYDRANTI SIGN WALL , FENCE, o z - - - .... - - - - - - CBc12...:.:- ....:...... ; - - _ .. ......... :. _ ........ -:. : . .....: 400 = - - - - - - - - ....... ^ . - ' EX.. CB. STA.56 +1n, 56 -RT - - : - .CB -1.3 ; _ . ... -,:,, ; NEW PROFILE BY CITY NE 10TH SF : :. 17 -CB'14..: ::.....:CB 15 ,.... :: . - : .. . .' :. .. = = : ... = 390- :... - .... - : :. 390 - -j - C'•_-- ___ -_- ..... : -.' ... ..... ..... .:. .. :............ -. -.: .:..... .... .. - :. - . .. - .. - - ... _ . - _ - - ---- " ::: = -_ 400 _ _ CB: -1Q-- _ NG DURING CONSTRUCTION. LANDSCAPING AND /ORCLAN VACANT. 17 ,CONTRACTORS L REMOVE, PROTECT AND REINSTALL EXISTING FENCE. N mom W m r TON a. r��y - ` `... g. : ; ..... :...... . . : . .... . • L - G5 - _ .. , . _ ..', - . ..,.14 -LF i 2" .CPEP - _ - q 8 CONTRACTOR' SHALL REMOVE AND WASTEHA UL EXISTING SIDEWALK, O r o w _... ........ .- _..... . .. .. --- :. .- : .. - - 8 LF : ;2: DI ::..;: - ... STORM PIP€ S 0010 .... . _ ' R CURB. PA ENT AND/OR PAVEMENT, - 3 No ,a 395 _...... _.. - - STORK: PJPE S- 0.010 : . ......... _ - - - - - - - • - 36 LF- - -12:- DI -SD - - --- - - - - - - - - - - --- ' ..... - 385 -. c6 -�� ......... _ . ;- . _: _ - ..... ...S =.ae..a..... . -- . ------------- ---___ . . ...::.. . :. . _ ' : ; ..: - . - - - - - - - - :....... - . -:.... - - .. - : - . _ ..... _ ... ------ - - -- ; _ .. _ : ' 395 .-- - .. _ - - - -- -- - - - - -- 19 . CONTRACTOR SHALL FURNISH AND INSTALL CEMENT CONCRETE TRANSITION SECTION WITH CEMENT CONCRETE END SECTIONS: SEE DETAIL SHEET 27. rats �1m :... :. .... .. .. :. . _......... a ::: ` ; (:: - - -- -- -: ::..._ : :. 1- - - : : - :.:: _ _ Q CONTRACTOR SHALL REMOVE, PROTECT, AND RELOCATE EXISTING SIGN. — o. a ... . ... .•.. -..v : -. " ; .. -. :- :... - :.. - -- ;- - : ......._ -- - - - - - - 21 SH AN INSTALL STOP BAR AND/OR FURNISH D ALL PLASTIC R 390 _.. ;._.... . . .. .......... ... :...... :; :. ' - - - - CROSSWALKRMARK MARKINGS. > m mom _...... - _ ... _ - .- ._.... -... :. _: :... - - -_ : 1 . :.:...:.....: . - --------------- . . - ......... - . .............. - - - -- - - - - - ;.: :.... - :.. - _ .. - - - . .- ... . =' ... I.','.: - - = -_ - - :: , . - .:..� , . '- - ..:...: . . .:....... : . - ....... - ... - :- ` - - - - - - - I - - ......: ._. .. - ...'' :::..;. _..._:.. ..._:..:..... ;: ..., '''175 L:F. - 18 CPBP.. : _ : :. - - -- : _.�•= .0.013-- `- ;'__J_ - - - .... STORM,PIRE _ _ _ U MP 'ALTERNATE' 2 CONTRACTOR CURB RA L PER CITY OF RENTONASTANDARDHPLP N OST005.1 ZoN amp n :.._- ....;... -. a. =. .. . .. . . . :.. . ... P - 24 -C.EP :.. ! .. .... :...... ..: .. ....:, -..._. "" - 013- ! . , a_ . - _ _ -'- . _ ......:. -: •. STORM PIPE 5-0. :.17.6 LF. _ .,18 CP€P n, - - - - - _ - k c:� c�. FURNISH INSTALL 4- INCHES COMPACTED DEPTH 23 CONTRACTOR SHALL' AND BARK MULCH za 255 LF: PIPE :S o_7 385 _ .. _ STORAd - -° a _ v `.t. , a2 -Ltb a .. : -, ....... ,: .:.. - - - .. .. - _ 385. _.... SHALL TALL H CRETE TRANSITION 24 CONTRACTOR' TALL FURNISH AND INS ASPHALT CONCRETE ° 'm at _ xm .......... ----'-- ---...- ....._ ........:.... --_ _... - . - -' ......... .. ........... . . . . .. .__ -. _ ... .. .-- T CUNCRETE CURB END SECTIONS ....:.:: : -. -. - . -.;.. .. - - - -- ......:. ; - - - - - - . .. NEW PROFILE' BY_ CITY.':: .....: .. ... -.. ;. ... ..... ... - - -- ....: - . - - .. - - - - - -- - -: CONTRACTOR CT SANITARY SIDE SEWER TO EXISTING TRUNK o a z Z, _ . . .... .... .... ..: - - - -- -- --- - - - - -- ;. .......,.. CB -15 _... •.. ......;. .: PPROXiMATE- LOCATION ....... ; .........: ..... - 380 .. - - - - - : - : F:EXISTING: SIDE: SEWERS. ' ' ' ' :: - .. ;...... --lu __ <_........O NiRAETOR'SHALL- POiIiOLE.... -:... 3 ...... .. ............. ....- ... ..... °- _ `- O- VERIFY- LOCATICN - - - : - - - - ..... ..... - -- :: :: :... _ ... ::: : :... .. _ ::: 380 ........ _.. ......._.... ........__. --... - - - - - -- - -. ----------------------------------- . ' ' - - - - - :: - : :. - - - -. - PER ECFCATIONS.E 26 REMOVE SANITARY SIDE SEWER MANHOLES LOCATION OF EXISTING DRAIN APPROXIMATE. CONTRACTOR SHALL POTHOLE : ... . . . . ..:.........: ::::. • :.........: - ..... - : :... ...... :: ...... : ::::. .. _ ::: :: - __ -- -- -- - --- ----- ---- TO VERIFY LOCATION. o }. W V. - _.. - -. -. `,`...: : ::. " "j" - -- --.... - . . - --- - ---_- - ---- -- - . . - z _ �fil Z o 375 ..... .... ..:... :.. ........... --- ....... ;. . - ... :: : :385:.:;:::;:: :_ .;...... -..: _ ........ _.... . ... - - - -- ....... - - -- ... . --- ---- .... _ 375 - -- - - -... : - x a' 7 O o J _...... _ ......... .. - - - _ ;.. ... . ..... ....... CB: 15 lYP>r 2 a.... - ., ; .. .. 17 LF. -:12 DI -SO 20'R D� STA.. 5530 $: .... ::.... .... ....... .. _ .. .. _ :: : = C w W' Z' W O 1d. ... ........ ...... -- -- - - - -- - --- S- O.iD12::::::.. ; - - - ROUND ..... .,......:- UND S LID LID, LOCKING . ...... . - O''� o _...... :...... 370 _ .........:... -:,i -- a:::: .:..... .:.RIMEL =.3911:10: ::: :..:::: .. 12° W IE ='..358:25.......` ---- ..-- ................... .: :......._.....,,....... ...... ..... ..... . . ....... ......_..... . - - - - -. - - - - - -- ..... .. ::: : 370 ---- - - -... C+ Z Z te1 _ ..... ... - ... _....... - - . . ...... . . .:. lO - E- IE- 3H8:25 EXST: - ........: . ...... - . - -- - _ O _.. - ... _ ............ .... . .:... _ .... ....... .. .............:.... - - --- - - -- ... ..:....... .. 12° S IE 3$8:25 ... . ...-- ...... - -... .......- ....:'- 1.....E.. -388:50--- -i......... . ... ..... ...... ..... ............ -- ... _ - - -- ::::::._ e a' IL F z F, C• a: .... ....... 365 :.....:. ..,... . -- -- ...._..:. -- .. -- - -- -- ;. ... :: ::... .. - -- :::: :- --- - ----- - - -- - � 365 .... - .. �o �� c� Y Q U z 0- 3 W. '= °O WUWw, a. d' 56 +00 z 57+00 z Y Y' ^O ¢ U: z .tit N ° U "' _a } .r E o z z. a ° t 1 ,J r_ w�.a w'1w °� - 58+00 z'., rn 3 :.. o_`a a WIWww 59+00 z_ �.. ¢'� m z 3 I,. t D -0 'I,I. ss z �� J �..IL w w w ':, a.�.0 ORIGINALSIGNATURES ON DESIGN PLANS I .. RECOMMENDEDsFOR APPROVAL �c� F "�. �. - as o vJ U U ELI .- .. m' i . ao Lj o a w w o a d o U . .�_t ; U ( U,U ! (: al a _I d U.I () F U f �.: r; c> aao¢.� U U> U I, :, n_ a°.:i.. a !.. ( y Caryl scntmek /30/01 �B Ronald Straka I Date:. B Date- 8/30/01 r .. ,N °F ° N W J J :O � s � �. O- w mn .. �ZOmO MN OI O'.,O i Il.. _- l.: ^• ;� ` NOJ ° IC-4104 �_I N:�~ :�, w'J p CV. 'irD .'� 1, :0 , ea w.J J O i� 0 -� = 1 ;. vt:.- � -I<:•I v°i i� I I I I Ic i. ^.� ,.,r riZ000 MOr�r00 N.t°n _y. ' Dui �Z� M �7 + Il ao,n a0 n'n it t' uM �Or m `'" O - CO.00` ` p ��.._ N �., : 0 tiq II I.,, Mr,F r000) II ,, : N.�H UO aOe N. 'If i I '"': JJ - -, 0 Q a; 'w,p- - �... n L ~�I r- t : : .mn h' I I. cc p'.zn M:�O�i IA N'. .lip to -t {. � �.O m Bob Mahn Date•..,BI-'1'1u' :B)r •.. a I !I gY. .Dan o� ... !O-ZL -. f II e.. Date• : lJ.. 1° 2" I I -��J SHE ET' 1$', I OF:. 32'I'00,00 Z O I ao ao a0 a0 O! In J M M MI M1 w II II II II - x ; 10 to 0. .. Z i' N J M P7 17 Mm en 1 �; - z _. 7 Ms w i I: .i It .. It !! I Q II. II II' II II.. : s. d ;: Q x m R m I- 00010000101:. J 03 N1 M t7 w II it II II -I � tl7 J 00 MM M:,. - t v. I; z: • w v' .:, 1 II II II II - . - . _ ;'. mI� w :. , �- ` - O INCHES, TW AT FULL, SCALE. IF: NOT, SCALE ACCORDINGLY JOB NO.: 00716 c:r ,7 W' w_ W_ w w _-I U Sfn 0: _�. L'.. fr CL.. U Si Ul - w w w w ;_ Q: _ -. r. w w w, ... W l..l...x U.I. ... ... I; DWG. PLAN15 ati v 1 1 11�II I I I _ : SCANNED MA I R;i 2`8 2003 i w x ' " F � R 1 II I 20' 10, 0 20' 40' Ld F- tj : - :-, J 1 I , , T, nw, .0 La , co l 0 JR, 8 Ft Ex rL ITO I , I In LE 00 Go a; r, > v + 10 4 c5l 10 (0 !+ U) + m 0 + l+ + + I!+ v LLJ 9) 0 In 0 to 1 Ln 0 Ea C5 QD Iq m IN I K 0) ci z V_ z Ln (n > .4e _i 11 X F- x < CIO I X 11- 03 ca 5Z - w (n iLu 0 U) w w In C.) U) Lxu En w �Lj Lu (i ROADWAYA STORM DRAINAGE NOTES mi tu Ir 10 uj TING INLET, CATCH = uj CONTRACTOR SHALL REMOVE AND WASTEHAULEXIS RL x MONROE AVENUE N BASIN, OR STORM DRAIN( MANHOLE. ti zb I u W - 1� �4 — — — — — — — &CONTRACTOR'SHALL CONNECT EXISTING DRAINAGE PIPE TO NEW STORM 7' LLI I — 6 — DRAIN PIPE, NTH; FERNCO:ADAPTER. ul 7 w I ! ! CONTRACTOR SHALL CUT AND, CONNECT EXISTING STORM DRAIN PIPE TO 08 I A I I I co (D' I uj: — — — — — — — — D NEW CATCH BASIN. 10 6 °CC G CONTRACTOR SHALL INSTALL PERMANENT CONCRETE PLLIG IN UPSTREAM D --I 0 D G END IN EXISTING STORM I DRAIN PIPE. aI 10"cc D — G D + CAUTION: POTENTIAL UTILITY CONFLICT. CONTRACTOR TO, USE "ETHAFOI cf) 2" SHE_ G T11 14 D 67+00 11 - (D + 2" S-i G— 5 PAD AS SEPARATION BETWEEN 1LITILITIES., G 1), 1 - — '6+00 11 1 65+00 11' ' 1 1 , :: 11 s CONTRACTOR SHALL REMOVE D, WASTEHAUL I EXISTING STING STORMDRAIN PIPE. 64+00 D s" cc S_ D c s /A CONTRACTOR SHALL ABANDON STORM CATCH �BASIN OR MANHOLE IN PLACE. 8,cc CONTRACTOR SHALL POTHOLE TO l VERIFY DEPTI+ AND: LOCATION OF EXISTING C4 ff 3;: Is co (D -ICTS� WITH 1 THE. INSTALLATION 1 - cc s 1G w WI LINE IF THE WATER-,LINE CONFLI ON OF 10" yy LLI CATCH BAS Nil THE WATER LINE SHALL R LOCATED'Pl THE CITY E SPECIFICATION- < W 5- z 2 0 Lu 0 — — — — — — — — — — — < < Ld CL Z 9 CONTRACTOR SHALL REMOVE, PROTECT, AND l RELOCATE EXISTING < 0 Ir = IL LANDSCAPING, BLOCK WALL, AND/OR ROCKERY. COORDINATE WITH < - :3 0 PROPERTY -OWNERS., 0 SS- V CONTRACTOR SHALL NEAT LINE,(SAWCUT EXISTINGISIDEWALK AND/OR CURB, a. a- ANI)i REM61iiii AND WASTEHAUL CONCRETE ' CONTRACTOR T6 INSTALL l CEMENT CONCRETE, ROLLED: CURB AND- REPLACE'SSIDEWALK IN KIND. CONTRACTOR 11 rRAll 94l ADJUST EXISTING CITY MANHOLE,:, CATCH,, BASIN. 7� VALVE Bb)�l CLEANOUT'l:MONUMENT CASE: Fi Tbr'GkADE_''l COMP- Lcl) ANY I TO' ,ADJUST GAS �AT;iS: AND/OW ',TELEPHONE! MANHOLES. CONTRACTOR R1ACTOR Z U)cn l 00 cn C) z:3 I-!, l , I, l TO, I COORDINATE.: l > > F3 vi I � li U, U) > 93 SHALL, FURNISH AND� INSTALL CEMENT CONCRETE APPROACH: .0 00 0- 12 5.11, Z' 10- 1 72'- CONTRACTOR :1 co SEE DETAIL l SHEETS 124 &27�, 1c) m co .0 z C:) M __ Ld 0! w 10 uJ wl) Iq I'' z l N SAWCUT, EXISTING DRIVEWAY FULL DEPTH AT LOCATION TO BElMARKED INl I I J�l THE ��FIELD iBY THE ENGINEER, WASTEHAUL EXISTING (PAVEMENT AND oloo it: 0) m 1,01 1 > 04 r, m: I�f I 0 10 `0 " w IREPLACE IN'KIN to 1 :2 [ - ; 1[ 6 DRIVEWAY i D. + 0) 01 on'll CONTRACTOR SHALL NEATlUNE SAWCUT EXISTING' SIDEWALK AND/OR CURB, m 1 0 � � + 6d + 11 M 11 6 ul UT: La CONTRACTOR' TO INSTALL 01 0) 1_2 Ln ,� m D ,E 11 11 T T � 11 AND REMOVE IMI) l WASTEHAUL CONCRETE. cn.,e :2111111 m 11 1 - I Tim'' Cl AND REPLACE:'! SIDEWALK IN KIND. x x CEMENT CONCRETE VERTICAL ww lif ul FK !�j w W In war af W a:,CONTRACTOR SHALL PROTECT EXIS11NG HYDRANT, SIGN, WALL, FENCE, I , , AND/OR LANDSCAPING! DURING CONSTRUCTION. .......... : ......... ... ....... ......... ......... ......... ......... ......... ......... ....... 1111 _ .... ............ ......... ...... ......... z ...... ..... ...... ......... ................... ...... 111:1-11-11, ::!.,? ".: ......... ...... ......... --- VACANT. Z. cC .......... ......... ......... ......... ......... ...... ......... ................... : ......... :: . ...... ......... ......... ..; ......... ......... ......... : .............. ......... ......... ......... ......... ........ . ...... ...... ...... . • ......... ....... ......... ............. ........... ....... --------- --------- --------- ......... CONTRACTOR SHALL REMOVE. PROTECT. AND REINSTALL EXISTING FENCE. .... ......... ......... ...... .......... ......... ::E)1JSTIf4G:8R00ND ............. ......... ...... --------- ......... ......... ......... 400 ...... ------ .......... --------- ......... SHALL REMOVE AND WASTEHAUL EXISTING SIDEWALK, 400 ....... .................. ...... ................ ................... ............. ................. ............ ................ .......... ........ ...... ** .......... 1111.. ................................ : ............ ....... : ... ...... & CONTRACTOR -------------------- ......... ......... ......... ....... AND/OR CURB. h :v ...... ......... ........ ...... PAVEMENT, ::-.7 --- I -------- --------- ....... ...... ................. ....... :,:I: :::: :: . T .... ..... . ............. ----------- ....... ............. .... ......... . . ..... N." :..:: F_ CONTRACTOR SHALL, FURNISH: AND INSTALL CEMENT CONCRETE TRANSITION SECTION NTH CEMENT'CONCRt IL CURB END SECTIO S. SEE DETAIL SHEET ...... ..... M07 � � - � - 1 -1 - - � � - - � -, - - � , li"", , - "4< . I .......... ... w ..... ........ age '2T. ....... ........... ......... O�. STORM 'PIPE' S-7f0i .0.005 395 ......... J: .......... . ItI.1i ..... ---- --- ......... .:aToRU.:PIPE:a= ... ................ .......... CONTRACTOR SHALL REMOVE, PROTECT, AND RELOCATE- EXISTING -SIGN: IING - SIGN. ....... ............................... ... .. 7:7162.LF.:-�. ....... 4& . ............... ......... ..................... -ARY SEWN?.. - . - . _ : CONTRACTOR SHALL FURNISH AND INSTALL PLASTIC STOP BAR AND/OR ...... ......... CROSSWALK MARKINGS. ..... ......... ........ ... . ... I .. . X, . . R. : ..7 ........... 111:. : . . . , 1 1 ' : I : : SANIT?kRy --------- :::17 ......... --------- 90 TOR SHALL! FURNISH AND INSTALL CURB 'RAMP 'ALTERNATE' PER .......... ......... 3 CONTRACTOR 390 ...... ...... ......... I .... .... ------ ......... --------- ......... ...... ........ ................... ................... ................... ................... �7*7*:i . .... 7-7-7 ... 7 ..... ................... ................... ......... 7:.777: AL ............................... ....... ................... - ----- ------ CITY, OF RENTON STANDARD PLAN NO.! 005.1 TA....... ........ 7 ........... ......... Oil !I! . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 . . . . . . . . . . . . . . . . . . CONTRACTOR SHALL FURNISH, AND IN: STALL; 4-INCHES COMPACTED DEPTH 1 .............. .... ...... ........... 32 LF. iiw bi :STIORM APrL:S--O-DDr1: ........... XIST G A,' !3� STA: ...... BARK,IMULCH. ...... ........... ......... ...... .................. .......... . ..... ...... . ......... ...... -�-AND INSTALL TE TR -no 7:1 �.44. ff-�:ir PI: � ..... ::: � ! . ..... ...... 385 C014TRACTOR SHALL FURNISH ASPHALTi'CONCRE ANSI N . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 385 ...... ........... .. ......... ...... 12' 70 .11011M NTH l CEMENT l CONCRETE CURB END SECTIONS. tj.`LF l . . ........................................ ........... ....... ..................... ......................... ... ............. . ..... 7lo ........ ..... ................ ................ ...................... .... .......... q. 7: ... 7 ........ -$TOR**MI*F**1P'E1*� - 50i.Q—ts- ;STO -P ..: .......... ........ ..... ........ ........ ......... A ...... ..: ................. ........ :: ... , ........ QoNTRACTOR,SHALL�,C'ONIECT! SANITARY SIDE SEWER TO EXISTING TRUNK pRo 7 ... ; ::: - - -:::::: ::: : : - - 3:, ...... I.k ...... :... a .... .. Lkill ::C5 :5i'rA: .... ..... :11 PER i'CITY SPECIFICATIONS. ......... ... ........... ......... 1 :21. .ILT: ..... ............. ......... ......... .. ........... .......... ..... ........ ... REMOVE SANITARYL SIDE SEWER MANHOLE ......... ........ . ..... LEI ...... .... ...... ............ UJ .... ...... . . . . . . . . . . . . . . STORWPIPE� ....... 80 6j...... ......... : ..... 380 ----------- ........ .......... TiON OF EXISTING DRAIN: APPROXIMATE. CONTRACTOR SHALL POTHOLE z ........... ........... LOCATION 4AF.� 3 ............ ........... - TO VERIFY LOCATION. f ......... ... ... . --------- ......... T :19� wnill .......... ......... ......... ......... JLi ......... :- I'll ... I: ........ .. . ..... ........... .... ... ... . ......... ......... . .... .. ......... ... ........ I ......... 7 >10 ........... ......... ...... ::: :::.,.,..: ......... Z 20 ...... : ..... . e Iw ......... I-INYURT:QF *Z-: SAN 0 Ti,: 2.), py. 7 ...... ......... ....... ........ ....... ......... APPI"GIIIIATE.: ......... ............. 1UTg ......... ...... ........ ......... ......... ........ ......... ......... . ....... ::-CONTRAdTaR�,.-SHALL-IP03'HOLE -To DeERmiNg 375 ....... ........ ......... ......... • ......... ......... ................ 10 375 < uji Lul" ................. ................... ................... ...... ................... ................... ................ ................... ....... ...... .... ............ .......... ................. . ......... ......... :***,** 01 :*77: :,:*:,:,: :11-1-11-1 ...... : ......... I . ........ �:MINIMUM: SEPARATION ol 7 6, FROM THE: SANtTARY ... ... . ......... ......... ............ ........ ......... ......... z ......... : ........ :.:*�" .... : ... .: --- I .... 1:.: D 2 ......... : ......... ...... ......... ......... -SEWER PIPEL ........ I .... : ..... EL 0 ........ ......... ......... ......... Lu ............ ...... .. ...... ....... ......... ......... ......... ........ ......... ......... ......... ........ Z'Uj Oil.. .. ....... ..... ................. .......... ......... 0(p \ ..... : ......... ......... :.. � ...... ......... ........ ......... ......... ......... ......... ...... .: . ....... : ......... .... :: !.: ............... ........ .... ......... ......... ......... ........ ......... ......... ......... ......... ......... . ....... ......... ......... ......... ....... :::: :: 370 : : . ......... ......... ........ ......... :,* ....... ......... ......... ...... —, . ....... ......... ......... ... ..... ...... 7 ............ o $70 .......... ...... .... . ... ......... ........ . ........... ........ .......... ............... ................... .... ........ ....... ...... .11..1.1..:.........:. .................... ............ ...... ................... ................... ................... ................ AL z ............... ................... ...... ..... . .... ............... ................... ............. 11-1: :*:",.,:,:, ... 111 111:11", ...... ........ ......... ......... ......... ......... ......... Z,co ......... ......... ... ......... ...... ........ in ..... ......... .... :::T: ..... : ... ..... Z, ............. ......... ........ ......... ... 03 ..... ......... :.. --: ......... ... ......... 31 ..... ......... ......... ......... .. ...... ..... ......... Z,zl z N5. ......... ................... ......... ......... ....................... ......... ......... ......... ......... ....... ......... ......... ........ ::: 365 ................... ......... ......... ......... ......... ......... ......... ......... ......... ......... ....... z $65 .......... ......... . ...... ca cc 0 64+00 65+00 0 66+00 67+00 X 0 u (0 z ,NZ (AZ Z(1) 1 0. (L W, (n Z LU L'i ffil, 3: 1 z V) 1'. 1 L11 Ld RECOMMENDED FOR APPROVAL m CL:5! 99i a. a. �(L 0- I C.) 0 44" 1 1 CO3 -0 Q 0 () By- z; IR 0- - -ji C) O,Q BY: l _4� f#='Atgiw, I 6Date: 61-ry-dl "m F- 04 0 t il ! - I C-4 C', C11 m, , ! - _ 1� , :, 11 :IV] I!: I I I A 04 00 C4 im _j y:I : D M *00 103 11) C', c�ll =3 -ji 01 B a, ea 0 7 (01 L. J (2) 001: By:;� LO I :Ef• 2n, Ili z �6:) 1+ C:5 0 Ir Z W 00 � I 0) cl rl� 10) 1 C4 4 a 0) as _j 1`3 M Ld, E W W L-j 21 In + n uj 00 1 1 �k if - 0 (n m LLJ n 19 Fx w La LLJ - - w; z 0 W) d 0 z I 0) 1 OOi 1:, 'It 19 111 1 11 0, 01 !�A ul, r: 1 c;# 1 z :3 c; 02 w, tj cn 0 C-4 CNI 0 m 7f o0l Hill vi 14 (n + I ma (y) tl) 0� L�A P) 1. 4- u, il I] J) I ML w . , 8 cr V) On' 01 m I OD 00 cj c� vi 0)0),m 10 m 11 It 11 La Lu W of—i-I 1 ZN dw 01 0 V) 01I to LO 114 4 10) Of,. W) K) :w La W 2 TWO �C 1 ' ' " 11 ' ' FULL i IPINJ ACCORDINGLV f Tl SCALE, ,OF. 321 JOB 11N0.: 00710 DWG: PLAN1 7�: lip A7_ , e-f-i SCANNED MAR 28 M I �2 - Two -10 .1jim I - I .x I, I � � 1, � i,�lp I ''��,� IL' v i,�, .111, , 1� �111 I .1 ' _� `11��,:t' , j.:,1,,.,j,lr �:j , I : I 1; I � � � i, � ,io - f-I 04 4�;��fl� �;171 N � � 11 " I'. � Of I . I LIM 11 It ' 1, � I fl, I L " I � � �, ''j, I i I I [j,i�, 1 !j 1 : : I I I I I I I : 0 1 � � _� 20' 1 O' 0 20' 40' z L �� mmwp--;i�� o a Rl 0 �_ �1, i< : L� - - ; 4 -� t��- � c,l + z I Isf ; w � ' 5 5�� 1 7 DRAINAGE NOTES 1 Ld = - o to 0 i _ 0 CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING INLET, CATCH I 11 , r � xa-�a_ :�f . - BASIN, OR STORM DRAIN MANHOLE. I Ica: z 0 1 � - � , ' Q CONTRACTOR SHALL CONNECT EXISTING DRAINAGE PIPE TO NEW STORM zo _ _ - - DRAIN PIPE WITH FERNCO ADAPTER. : : .0.69 I- � � \ -11 �� - - Q CONTRACTOR SHALL CUT AND CONNECT EXISTING STORM DRAIN PIPE TO 0 - - - f�---_t= _ � _ END OF EX STING STORM DRAIN PIPE. . - . . I ,�- 7 A CONTRACTOR TO USE "ETHAFOAM" . _ tv) --- - ---.-------- � �D CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING STORM DRAIN PIPE. I co � — - I � I __---s - -------- / WATER LINE. IF THE WATER LINE CONFLICTS WITH THE INSTALLATION OF , � 0� - _ I " , - I I < La a- _ ,� - - �� . �5 CONTRACTOR SHALL NEAT LINE SAWCUT EXISTING SIDEWALK � IL D�__ \ i 11 I - , ; i < TOR TO INSTALL : < : I � �\ I I / ��� ; i ! w :! i I I I / I VALVE BOX; CLEANOUT, MONUMENT CASE FRAME TO GRADE. UTILITY COMP- � d I ; - , - �� u : I I I En F 1 , � I . , , 9 CONTRACTOR SHALL FURNISHI AND INSTALL CEMENT CONCRETE APPROACH. a3 - ' W i I 1! c c) z 0 �11 ', y " � �g SAWCUT EXISTING ' in -i � �- o- 1 - THE FIELD BY THE ENGINEER. WASTEHAUL E z w 5- 7- I + ,- f-� 0, - -I ,6 i� wn _� c !2 w w j -i c 0 N WCUT EXISTING SIDEWALK AND/OR CURB, , .,� � �, - CURB' AND REPLACE SIDEWALK IN KIND. w -, � � I , r r ! I I 9 9 CONTRACTOR SHALL PROTECT EXISTING HYDRANT, SIGN, WALL, FENCE, I - 6 � ....... . . - - ._�_�_I_�. . ----,-' --------- ; -----------_---- 4 A S.: a 4z '.. - TING FENCE. .......... . ...... � . t � I . - . - g CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING SIDEWALK, I I a -�i i- . 1- ?: :: :: :S:-7' 0 ff. ) - SECTION NTH CEMENT CONCRETE CURB''.. SECTIONS. SEE DETAIL SHEET " � W --- - - - =_ - - - i UO CONTRACTOR SHALL REMOVE, PROTECT, AND RELOCATE EXISTING SIGN. 5 5 . T. 1_�-,: : 9 CONTRACTOR SHALL FURNISH AND INSTALL PLASTIC STOP BAR AND/OR O�E . _ ......... . - , . . . . . . �g CONTRACTOR SHALL FURNISH AND INSTALL CURB RAMP 'ALTERNATE' PER S !Z� : . ____-�;��-�_�--�� ........................ _ I ...... * CITY OF RENTON: STANDARD PLAN NO. 005.1 , ,� � ..<, .:- - CC:'�ANI P�rr-.,','llll':�iQ!?E- _ .......... : --------- ------ � BARK MULCH. I I . . . .. . . " - : : --- i L FURNISH� AND INSTALL ASPHALT CONCRETE TRANSITION' - : 390 �L - - ... t ... : - .... . . : . - SECTION NTH CEMENT CONCRETE�CURB END SECTIONS. - , � ..... . = . 5 ---- I ...... .. .: ..... � - --- : ----- _; .................... : ................. _ _1 --------- I .................. :-- . - : --------- - 0 0 5 �' � ....... . : . : - 9 REMOVE SANITARY SIDE SEWER MANHOLE I - :::* ' _ : ... --:-. - - : C Ilu ............... : . � - I .................. � TO VERIFY LOCATION. z z z 7 ..... * * ,:, * ....... 1 .... .... :- - - - - ��- -: ..... RIM - EL- 398.1 P ------------ : : : ...,- ---- --- : .......... : ! - 0 I . . . ............. f 01h2*84416 z Z m Q -) 0 ----------- : : ... --- : ... : ::::. - - '' ,":, * * - ----- : ...... :*,-* - : . I L L - 7 . : . ---------- � LLI . . : . :1 2 4 It ........... ; . . . . . : --------- : ......... : --------- :.,� ........ : ------- ; ............. � ......... : .......... : -------------_-_-- : .0 to . . - . .......... : 4 m .. . , -: ... ...... 1 . ' ) IL 0 : 0 - - . — - - - , � h , I - z , ; ; I : Ihi-lk! i : I 1 I : - - I I � I I 'I I I I I : 11 11 I wK - , � - I � I I JOB NO.: 00716 1 F 16 , , !.: w Ic 9 < . : : Two -10 .1jim I - I .x I, I � � 1, � i,�lp I ''��,� IL' v i,�, .111, , 1� �111 I .1 ' _� `11��,:t' , j.:,1,,.,j,lr �:j , I : I 1; I � � � i, � ,io - f-I 04 4�;��fl� �;171 N � � 11 " I'. � Of I . I LIM 11 It ' 1, � I fl, I L " I � � �, ''j, I i I I [j,i�, 1 !j 1 : : I I I I I I I : i I ZI �I I V -0' I i I SOD INSTALLATION (OR BARK MULCH WHERE INDICATED ON PLANS.) 2 SEE NOTE 2 1 6" COMPACTED DEPTH TOPSOIL TYPE A J 1 2 4" THICK CONC. SIDEWALK (TYP.) 4" COMPACTED DEPTH CRUSHED — SURFACING TOP COURSE CEMENT CONCRETE ROLLED CURB - SEE SHEET 25 FOR PAVING DETAIL AT CURB. 2" COMPACTED DEPTH ASPHALT CONC. CLASS "B" EXTEND 1' BEYOND TRENCH SECTIOI 6" COMPACTED DEPTH ASPHALT CONC. CLASS °8' 6" COMPACTED DEPTH CRUSHED SURFACING TOP COURSE 30' -0 w 0 1 -0" 4' -0" r VARIES (SEE SIDEWALK I TRAVEL 2. R/W, NE 7TH STREET fL OR SIDE STREET 1 / '[Js�� SAW CUT LINE w R /W, MONROE AVE NE ORK NOTES: 1. SAWCUT EXISTING PAVEMENT FULL DEPTH. 4. 2' -0" MIN. 6' -0" MAX. DIMENSION 2. ALL DISTURBED AREAS THAT ARE NOT I _ �— SODDED OR COVERED WITH BARK MULCH NOTES: 1. SAWCUT EXISTING PAVEMENT FULL DEPTH. 6• I 1 FERTILIZED, AND MULCHED. I SIDEWALK ANE I TRAVEL VEL LANE 2. ALL DISTURBED AREAS THAT ARE NOT AREAS WHERE ROLLED CURB IS CALLED FUTURE SODDED OR COVERED WITH BARK MULCH I SHALL BE HAND OR HYDRO SEEDED, I SEE NOTE 4 FERTILIZED, AND MULCHED. 1 7' (TYP.) I TRENCH I VARIES (45' MIN.) SEE 3 _VARIES- 2 1 SEE PLAN SEE NOTE 2 -- _2% MIN. ° J 1 uo 2 " 00 2 TOPSOIL TYPE A EXIST. CONC. SIDEWALK, CURB, AND GUTTER (TYP.) 2' COMPACTED DEPTH SAW CUT LINE-�� SEE NOTE 1 ASPHALT CONC CLASS "B" SURFACING TOP COURSE 6' COMPACTED DEPTH ASPHALT CONC. CLASS "B' 6' COMPACTED DEPTH CRUSHED SURFACING TOP COURSE 'AND /OR PAVEMENT GRINDINGS TYPICAL STREET CROSS - SECTION C MONROE AYE NE' FROM STA. 44+00 TO STA. 68 +50 NOT TO SCALE i I ZI �I I V -0' I i I SOD INSTALLATION (OR BARK MULCH WHERE INDICATED ON PLANS.) 2 SEE NOTE 2 1 6" COMPACTED DEPTH TOPSOIL TYPE A J 1 2 4" THICK CONC. SIDEWALK (TYP.) 4" COMPACTED DEPTH CRUSHED — SURFACING TOP COURSE CEMENT CONCRETE ROLLED CURB - SEE SHEET 25 FOR PAVING DETAIL AT CURB. 2" COMPACTED DEPTH ASPHALT CONC. CLASS "B" EXTEND 1' BEYOND TRENCH SECTIOI 6" COMPACTED DEPTH ASPHALT CONC. CLASS °8' 6" COMPACTED DEPTH CRUSHED SURFACING TOP COURSE 30' -0 w 0 1 -0" 4' -0" r VARIES (SEE SIDEWALK I TRAVEL 2. R/W, NE 7TH STREET fL OR SIDE STREET 1 / '[Js�� SAW CUT LINE SAWCUT LINE SEEED(CMD11' BEYOND TRENCH ORK NOTES: 1. SAWCUT EXISTING PAVEMENT FULL DEPTH. 4. 2' -0" MIN. 6' -0" MAX. DIMENSION 2. ALL DISTURBED AREAS THAT ARE NOT SHALL A MINIMUM TRENCH WIDTH NECESSARY FOR INSTALLATION THE SODDED OR COVERED WITH BARK MULCH NEW STORM 'DRAIN. ALL SAWCUT LINES SHALL BE 'HAND OR HYDRO SEEDED, SHALL BE APPROVED IN THE FIELD BY FERTILIZED, AND MULCHED. THE ENGINEER PRIOR TO CUTTING. 3. THIS SECTION APPLIES TO ISOLATED AREAS WHERE ROLLED CURB IS CALLED FUTURE FOR ON THE PLANS. TYPICAL STREET CROSS - SECTION D NOT TO SCALE R �iLL 1.7 NOTES: 1. SAWCUT EXISTING PAVEMENT FULL DEPTH. 2. ALL DISTURBED AREAS THAT ARE NOT SODDED OR COVERED WITH BARK 'MULCH SHALL BE HAND OR HYDRO SEEDED, FERTILIZED, AND MULCHED. 3. AT SOME LOCATIONS FINISHED PAVEMENT MAY SLOPE TOWARDS CENTERLINE WHEN PAVING IN THE VICINITY OF A STORM DRAIN FEATHER ASPHALT AS NECESSARY TO DIRECT RUNOFF TO DRAIN. 4. 2' -0" MIN. 6' -0' MAX. DIMENSION SHALL BE MINIMUM TRENCH WIDTH NECESSARY FOR INSTALLATION OF THE NEW STORM DRAIN. ALL SAWCUT LINES SHALL BE APPROVED IN THE FIELD BY THE ENGINEER PRIOR TO CUTTING. R /W, NE 7TH STREET iw 30' -O' IJ 13 I 16' -0" 6" 4' -0" I� TRAVEL LANE SIDEWALK I I FUTURE VARIES I I SOD INSTALLATION (OR I OVERLAY SEE NOTE 4 2 BARK MULCH WHERE NOTE 2% 1T- I INDICATED' ON PLANS.) --- - - - - -- - - -- SEE 3 _VARIES- SEE NOTE 2 -- - - -- ° 1 6" COMPACTED DEPTH o 0 2 TOPSOIL TYPE A 4" THICK CONC. SIDEWALK (TYP.), 4' COMPACTED DEPTH CRUSHED SURFACING TOP COURSE SAW CUT LINE SEE NOTE 1 CEMENT CONCRETE BARRIER SAWCUT LINE TO EXTEND 1' BEYOND TRENCH WORK CURB &GUTTER 2" COMPACTED DEPTH ASPHALTICONC. CLASS "B° EXTEND TO 1' BEYOND TRENCH SECTION. 6" COMPACTED DEPTH TYPICAL STREET CROSS - SECTION A' ASPHALT CONC. CLASS "B' FROM STA. 4 +00 TO STA. 23 +00 6" COMPACTED DEPTH FROM STA. 27+00 TO STA. 37 +50 CRUSHED SURFACING TOP' COURSE NOT TO SCALE R /W, NE 7TH STREET j 30' -0' 4' -0° 16' -0' (SEE NOTE SIDEWALK I I TRAVEL LANE BARK MULCH WHERE I 2 INDICATED ON PLANS.) -I1 27 SEE NOTE 2 0 0 6" COMPACTED DEPTH J j TOPSOIL TYPE A 2 4" THICK CONC. SIDEWALK (TYP.) /� 4" COMPACTED DEPTH CRUSHED) SURFACING TOP COURSE CEMENT CONCRETE BARRIER CURB & GUTTER 2" COMPACTED DEPTH ASPHALT CONC. CLASS "B" EXTEND TO 1' BEYOND TRENCH SECTION. 6" COMPACTED DEPTH ASPHALT CONC. CLASS "B' 6" COMPACTED DEPTH CRUSHED SURFACING TOP COURSE VARIES I I FUTURE SEE NOTE 5 I I OVERLAY SEE NOTE 4 VARIE SAW CUT L'NE SEE NOTE 1 SAWCUT LINE TO EXTEND 1' BEYOND TRENCH WORK TYPICAL STREET CROSS - SECTION S FROM STA. 38 +80 TO STA. 41 +30 NOT TO SCALE 0 5 F R �. NOTES: 1. SAWCUT EXISTING' PAVEMENT' FULL DEPTH. 2. ALL DISTURBED AREAS THAT ARE NOT SODDED OR COVERED WITH BARK -MULCH SHALL BE HAND OR HYDRO SEEDED, FERTILIZED, ''AND MULCHED. 3. FROM STA: 38+00 TO STA. 41 +30 CURB ALIGNMENT IS GIVEN AS A DIRECT. OFFSET FROM CONTROL STATION 'LINE NOT CENTERLINE OF RIGHT -OF -WAY OF NE 7TH STREET. SEE CURB TABLES ON SHEETS 12 AND 13. 4. AT SOME LOCATIONS FINISHED PAVEMENT MAY SLOPE TOWARDS CENTERLINE. WHEN PAVING IN THE VICINITY OF A STORM DRAIN FEATHER ASPHALT AS NECESSARY TO DIRECT RUNOFF TO DRAIN. 5. 2' -0" MIN. 6' -0' MAX. DIMENSION SHALL BE MINIMUM TRENCH WIDTH NECESSARY FOR INSTALLATION OF THE NEW STORM DRAIN. ALL SAWCUT LINES SHALL BE APPROVED IN THE FIELD BY THE ENGINEER PRIOR TO CUTTING. By: ay: o m Cal of Wp o" fit '5J 0 O Y j 0 o am 3 � z Q ZZ Y p c 3 U K O N D U Q n < „6 y s o,mz 0 'Ots �9 a `Idly Y4 Ll �W \ _.. . gLL {42oN P ray a� 9 \ o ' W Z .� zZ <Lu o Ir z 3 CC IL Z Ww ZW o 0� v LL z m O ZR s O t- z �o �CC U Y Dete:'r 913016, Z Deter 8 0 Date: Date: SHEET: 23 1- 2" OF. 32 TWO INCHES AT FULL' SCALE. , JOB NO.: 00716 'IF NOT, SCALEI ACCORDINGLY DWG: RWSECI 01D__ `tD - 2cF'3'f� III' SCANNED MAR.2 8 ZM3 1/2 "X4" EXPANSION MATERIAL 1/4 "R AT JOINTS I I \ i SCORE LINES TO BE RADIAL TO CURB AND GUTTER 1/2 "1 EXPANSION MATERIAL �' 1/4 "R AT JOINTS "W" -WIDTH OF SIDEWALK E 1/2-W EXPANSION CEM. CONC. CURB AND GUTTER MATERIAL 1/4 "R AT JOINTS -�- QNFRAL NOTES: SCORE LINES JOINTS DUMMY JOINTS SHALL BE PLACED NOT TO EXCEED 15' C/C NOR LESS THAN 10' C /C. THEY SHALL NOT BE L.E55 THAN 3/16' IN THICKNESS AND SHALL BE EXTENDED 2' BELOW THE GUTTER LINE. B - B 1/2' 1n JOINTS SHALL BE PLACED AT ALL COLD JOINTS AS DIRECTED BY ENGINEER AND SHALL 2" CLAS IX1EtLD 1' BELOW CONCRETE. WHERE THE SIDEWALK IS TO BE PLACED AGAINST THE CURB AND GUTTER. THE JOINT SHALT_ BE A COLD JOINT. E1 2'X 5" EXPANSION MATERIAL SHALL BE PLACED FROM P.C.'S TO P.T.'S AT ALL CURB RETURNS. 1 /2'X4' SWILL CONFORM TO THE REQUIUI EMENTS OF CLASS 8 (3%47 SIDEWALK PANEL WITH AIR ENTRAIN AEM. CRETE MIX FOR .SIDEWALKS THE CONCRETE WALL HAVE A BROOM FINISH WITH ALL HAVING A 214" TOOLED FINISH. SUBGRADE OOMPACBON SMALL BE 90% (MODIFIED PROCTOR). 1/2"1 EXPANSION MATERIAL 1 /4 " /FT. SLOPE CURB RETURN ONLY 1/2"R 1/4 "/FT. SLOPE 1/2 "R 4" 1/2"R PAVEMENT AS PER PLANS 4" - PAVEMENT AS PER PLANS �IANDARD'CEM: CONIC, PARKWAY STANDARD CEM. CONC. CURB AND GUTTER AND GUTTER SECTION A -A SECTION B -B SEE SHEET 25.1 FOR ROADWAY DEVELOPMENT STANDARDS EXISTING POST WHEN SIDEWALK IS PRESENT, EDGE OF SIGN SHALL BE LOCATED ADJACENT 10 BACK OF SIDEWALK. WHEN THERE. IS NO SIDEWALK, EDGE OF SIGN 'SHALL BE LOCATED 2 FEET FROM FACE CURB. COMPACTED SELECT FILL MATERIAL (FOR WOOD POSTS ONLY) FOR STEEL POSTS SEE GROUND MOUNTED STREET NAME SIGN DETAIL STANDARD SIGN INSTALLATION PLAN NOT TO SCALE TYPICAL SIDEWALK ICY p ADOPTED CITY OFRENTON ♦ 4 STANDARD. PLANS y..-�. i.SP DATE:12 /96 DWG. NAME: FR -02 SP PAGE: F007 1 "R-T I I /- 1/2 "R 1/2- V `O TOP OF CURB 1f2`: AT APPROACH 0 g . 2`. gpppgppqppp. ��... ppp gptlp pq p pppp�q `� pppppp pp °p �J pq Dq p p pp p p pp p p b p `� pppq p qp ppppppq 0 gppgpqq pp �ppppp ISECEE V -6" i 1' -0" _ 1' -6• GENERAL NOTES: 1. EXPANSION JOINT MATERIAL TO BE 3/6" THICK PREMOLDED JOINT FILLER FULL THICKNESS OF CONCRETE SPACING. 2. FORM AND SUBGRADE INSPECTION REQUIRED BEFORE POURING CONCRETE. CEMENT CONCRETE BARRIER CURB AND BUTTER NOT TO SCALE 6" CLA Al' MIN IMIN MIN' MINIMIN F- -- 6.5' MIN_ 2" 'DEPTH OF GRIND OR SAWCUT AND REMOVE * SEE DWG# HR -05 FOR MINIMUM STANDARDS OF CURB OR OF PAVEMENT 6.5' MIN. 1' 1' 2.5' 1' 1' MIN IMIN I MIN I MINIMIN 2" CLASS 'B' �6" ASPHALT CONC. CLASS 'B' 6" CRUSHED SURFACING TOP COURSE CRUSHED ROCK, FLOWABLE FILL OR AS REQUIRED BY ENGINEER TYPICAL PATCH FOR FLEXIBLE PAVEMENT NOT TO SCALE 4' WIDE CONCRETE SIDEWALK 4" MIN THICKNESS (6 "' AT DRNEWAYS) BROOM FINISH COLD JOINT EXISTING CURB &GUTTER 2% 8 PRE EMERGENCE HERBICIDE (APPROX 8 LBS /2500 SO FT) 4" COMPACTED DEPTH PAVEMENT CRUSHED SURFACING TOP COURSE 95X COMPACTED SUBGRADE 6" Fa a THICKEN EDGE FOR CURB RADIUS ONLY NOTES 1' -6" 1. SIDEWALK AND CURB r &'GUTTER CANNOT BE POURED MONOLITHICALLY. 2. CONCRETE SHALL BE CEMENT CONCRETE CLASS 4000 PSI MINIMUM, NTH AIR ENTRAINMENT. CEMENT CONCRETE SIDEWALK DETAIL NOT TO SCALE �oL 1 8 2. 0 6 A � ' ZIA, N�e 3/8 EXPANSION JOINTS 0 w o cs aZ a w z� z 9 z _ o0 i O 0W D_ Y 7 N F'. cm- O O } Ell > Q Z zz 0 J 3 Ld Ur O V0) C 0 0 O� N W Lr w CEMENT CONCRETE DRIVEWAY APPROACH Z NOT TO SCALE o ry . H ZZ o x deW � IIAAA In Z3 w AIL Tq J Ix 0 O F LL O' Z °a Q K z F � o co jr Vu Zn 2 111 M REG MIMENDED FOR APPROVAL W BSI: Date:.' 8 /3o /O/ Z By: Date: a Q 8 ff.& By. ; SHEET. 24 0 1" �2" OF: 32 TWO INCHES! AT FULL: SCALE. JOB NOI 00716 IF NOT, SCALE ACCORDINGLY DWG: DET= ROAD1' CIZD . K) -1 d1s' L / 9 .....;o. &Ann n a mm a L 170 FK cJ-D,. ID y SCANNED MAR 2 S 2003 � y i 42" MAX 24" MIN { \ \ c zo z P.C.C. SIDEWALK FRONT EDGE OF FRAME TRANSITION FLUSH'' WITH STREET/ GUTTER SURFACE 5" - =_ _ �_ _' ___ =__'- _ _-- ______ _ �- 8" FOR ALL ARTERIALS - 2 -1/2�° . o ® $ N° r' - - - -�z `° - - - -- - -- o x xr� 2 58 Z j I I y \ / \/ \ \/� \ / / \ \� \ \% : • ° \ \/ SECTION A —A \ \j STD 90' BRACKET OR REQUSRED.LE BRACKET 360' IF PIPE CAP - z W a0 O ' = O O i �y I a I 2" GALVANIZED 2' MIN I 0 0 I STEEL PIPE CLEARANCE FROM F O C� A N R � � E O I I I A I NOTES: 1. SET FRAME TO GRADE AND CONSTRUCT ROAD AND CURB TO BE FLUSH AT FRONT AND BACK OF FRAME. 2 LIMITED USE APPLICATIONS: ` FACE OF CURB. 10' MIN' CLEARANCE IF NO CURB o 10' S c ° a Y z 's n I - ONLY USE WHERE TI-CURB INLET IS NEEDED :3 a z �°�+ I O O f (E.G. SAG VERTICAL CURVES). < W I - NOT TO BE USED ON THICKENED EDGE ROADWAYS. I I 3. 1/2° LETTERING ON GRATE RECESSED TO BE FLUSH ° o - "OUTFALL TO STREAM DUMP NO POLLUTANTS" \� CEMENT •'. - - - -L - - - -T - - - -- fe m -- 1 -1/2' CONCRETE _• CLASS '`B' a 0 /� / ° SURFACE WATER UTLITY ROLLED CURB 3 w L 5 /8th GROUND MOUNTED STREET NAME SIGNS ci / BACK EDGE OF FRAME'EVEN FRAME & GRATE INSTALLATION WITH BACK FACE OF CURB �� Y p ADOPTED- c.� ctty of RENTON ♦ ♦ 1 -1 /2' MINUS CRUSHED Y p ADOPTED ROCK CITY OF RENTON FN�02. ISf 12/96 STANDARD .PLANS �FN.. -(O� LST DATE: 10 /30/96 p 5 1L DATE REVISION BY APPR' DWG. NAME: D -13 SP PAGE: DAIS REVISION I BY APPR' DWG. NAME: GRO3 SP PAGE: G024 K d z SEAL WITH AR 4000 AND DRY SAND AFTER PATCHING ► E z PATCHED AREA ASPHALT CONCRETE PAVEMENT SEE TYPICAL SECTIONS FOR DEPTH +Y amts ? 4,9 o A A 1' -0" OUTSIDE DIA. 1' -O" " " �� A.C. CLASS G 1 2 / " \\ 2° 3 °am g y I COVER a _ • a ° �j1� 12" °� g - ��00 4" CONCRETE a: 6 1/2° 4 Q 'a Z a Q SECTION A —A 12" Z ui Z' Z 12 24" - 0 = ch Z.3 D.a PLAN a� w o v REMOVE PAVEMENT AND BASE MATERIALS FOR A DISTANCE WHICH IS EQUAL TO THE DIAMETER USING CEMENT CONCRETE ROLLED CURB LL 2 z e OF THE FRAME PLUS TWO FEET. ADJUST CASTING FRAME TO PAVEMENT SURFACE NOT TO SCALE 0 Z < °a CONCRETE BLOCKS. REPLACE ALL BUT TOP 2" OF EXCAVATED MATERIAL WITH CLASS 3000 CONCRETE (3/4). FINISH PAVEMENT SURFACE WITH 2" OF A.C. CLASS °G ". FOR ~ O 0: TYPICAL UTILITY COVER ADJUSTMENT SEE CITY OF RENTON SUPPLEMENTAL SPECIFICATIONS SECTION 7- 05.3(1). PAVEMENT OR OVERLAY v ° A �ZY p ADOPTED MY OF RENTON ♦O♦ ve STANDARD ,p PLANS E OM ENDED FOR APP OV L By: Date: G� 2 h 0) W z N 1 O LST DATE: lzjss 12 96 REFORMAT TO REASI DC DT DWG. NAME: BR36 SP PAGE: 8001 DATE REVISION BY APPR' By: Date: By: vj Date: BY: Date: SHEET: 25 0 1" 2° OF: 32 TWO INCHES AT FULL SCALE. IF, NOT,i SCALE ACCORDINGLY JOB ',NO.: 0,0716 DWG: DET -ROAD2 a L 170 FK cJ-D,. ID y SCANNED MAR 2 S 2003 � y i IMFY LL 178 -1PPe, 113 SCANME0 MAR.282003 FR ry �` A o CENTER LINES TWO —WAY LEFT TURN LANE • • • • • • ® • • • • • • • •- " • • ® • • • • • • • • • • • • • e • • 1 • s • o • • • • e • • • • • • �� 1 • • 1 • 1 ♦I • • • r � `I' 3' Y- 15' —1 -I 3't- / 30 — 4° YELLOW TYPE 'I' RLINE MARKERS 12' e YELLOW TYPE 'lid' LINE MARKERS (REEL.) J DOUBLE YELLOW CENTER LINE LI YELLOW TYPE EF LINE MARKERS (REEL.) 4" YELLOW TYPE '1' LINE MARKERS ® • • • - • • • • .. ® • • • .. • • • • • • • • • • s • s • • ® • • • 9' 15' 3' NOTES. 1) FOR ROADWAYS WITH MORE OR LESS LANES, THE SAME CONFIGURATION APPLIES TO KEEP THE BARS CENTERED ON THE LANE LINES, AND IN THE CENTER OF THE TRAVELED PORTION OF THE LANE TO MINIMIZE TIRE WARE: 2) STOP BAR WHEN USED WITH A CROSSWALK SHALL BE PLACED FOUR FEET IN ADVANCE OF AND PARALLEL TO THE CROSSWALK ALL STOP BARS SHALL BE 24 WIDE 3) PAVEMENT MARKINGS SHALL BE MADE MATH HOT EXTRUDED THERMOPLASTIC 125 MIL THICKNESS. �- -4.75' � 4.75' 5.5' I 5.5' -- -- r2r4P' .. .. .. ... .. �8" TYP. 8' TYP ¢ B" TYP. .. - .. o w m 0 ID w it w ;! F ir z 4 01 a Y z } 4° YELLOW TYPE LINE MARKERS I SINGLE SKIP YELLOW CENTER LINE 4" YELLOW YPE 'id LINE MARKERS (REFL.) I + I I j c a w a cai i 'i o rn o v a a. a 12' LANE 11' LANE 1Y LANE 12' NE- NUMBER OF 2 -WAY LEFT TURN ARROWS 24" WIDE `STOP BAR < 0 rSPEED LIMIT 25 MPH - - - -- 200' O.C. SPEED LIMIT 30 -35 MPH -- 250' O.C. SPEED LIMIT 40 -45 MPH -- 300' O.C. CHANNELIZATION MARKERS DETAIL Y �( p ADOPTED LANE CENTER' (� CENTER LANE 1' LINE OF LANE ROADWAY OF LANE LINE z0 S L TIRE TIRE TIRE TIRE TRACKS TRACKS TRACKS TRACKS CITY RENTON /� CROSSWALK DETAIL. AR STANDARD PLANS LST DATE:10 %30/96 NOT TO SCALE z° DATE REVISION BY APP DWG. NAME: HR -01 SP PAGE: H001 1D' 3e' IV MARKER MARKER MARKER 4op r� s ICENTERLINES SKIP STRIPE PATTERN FOR AND LANE LINES. ? o �yy _ sacs€ Y OW sKW PPAW STME I e 8841 � �♦ P � g i TWO LANE ROAD ON SIDE STREETS OFFSET MARKER TO WHERE THE HYDRANT INDICATE WHICH SIDE ;S WITHIN 20' OF A OF STREET HYDRANT MAIN TRAVELED STREET, 7' IS ON (4" FROM DOTS THE MARKER IS TO BE F _ OR PAINTED LINE) INSTALLED ON THAT MAIN STREET MARKER MARKER -A 4' RAISED PAYMENT MARKER e e TYPE 88 AB STIMSONITE TWO -WAY (BLUE) 4 4 FOUR LANE ROAD FIVE LANE ROAD OFFSET MARKER TO OFFSET MARKER TO INDICATE WHICH SIDE INDICAJE WHICH SIDE HYDRANT OF IS STREET FROM DOTS IS ON HYDRANT H ADOPTED ARKERS ( N (4" FROM DOTS Y OR PAINTED LANE DIVIDER) OR PAINTED LANE DIVIDER) c;� �� CITY OF RENTON ♦,. ♦ ',.., HYDRANT MARKERS STANDARD ,PLANS LST DATE: 12/96 TYPE 2YY • 20' O.C. CENTERLINE e. _� DIRECTION OF TRAVEL DOUBLE YELLOW PAINT STRIPE _ NOT TO SCALE Y OMME DED FOR PPROVAL 69: Date: � O B 13Y Date:�•� By' 0 m i F � `YaD2I R4 W Z > V W O a W - 3 0 w W Z W co o o d F Lu o LL p = c 6 cc 0 z ~ '� o CC �^ 3° 4 z Y ~� W i Z SHEET: 26 DF: 32 12/96 REFORMAT TO 11 °x17' DCV DT DATE REVISION BY APPR'D DWG. NAME: BR24A SP PAGE: 8103 TWO INCHES AT FULL SCALE. IF NOT, SCALE ACCORDINGLY JOB NO.: 00716 DWG: DET -ROAD5 IMFY LL 178 -1PPe, 113 SCANME0 MAR.282003 FR ry �` Vi 3 0 NEW DRIVEWAY 15% GRADE MAXIMUM OR AS REQUIRED. SEE NOTE 1D — SEE ASPHALT CONC. DRIVEWAY SECTION 6" OF CEMENT CONCRETE — (CL4000)' WITH #4 ® 12" O.C. EACH DIRECTION VARIES -SEE PLAN VIEW DISTANCE AND WIDTHS OF DRIVEWAYS VARY SEE PLAN VIEW "AL ASPH. JOINT WITH Z4000W AND SAND BLANKET \W CUT EXISTING BACK OF WALK EXIST. GRADE VARIES iii -7 � , -- EXCAVATED MATERIAL SHALL BE PAID FOR UNDER THE UNIT PRICE BID FOR ROADWAY EXCAVATION. NOTES: 1D CONTRACTOR TO SLOPE DRIVEWAY SHOULDERS AS REQUIRED. ASPHALT DRIVEWAY REPAIR NOT TO ',SCALE DRIVEWAY WIDTH PER PLANS EXISTING GROUND 4" OF CRUSHED - SURFACING TOP COURSE (COMPACTED DEPTH) FIRM AND UNYIELDING SUBGRADE CEMENT CONCRETE -DRIVEWAY SECTION NOT TO 'SCALE R� `IL' 178 VARIES - SEE PLAN VIEW V DISTANCE AND WIDTHS OF DRIVI SEE PLAN 'VIEW AW CUT EXISTING VARY OF WALK 6' ASPHALT CONCRETE CLASS B 3" CRUSHED SURFACING TOP COURSE FIRM AND UNYIEU)!NC SUBGRADE ASPHALT SIDEWALK TRANSITION SECTION 2" MIN. ASPHALT CONCF CLASS "B" (COMPACTED 4" OF CRUSHED SURFACING TOP — COURSE ROCK (COMPACTED DEPTH) FIRM AND UNYIELDING SUBGRADE NOT TO SCALE DRIVEWAY WIDTH PER PLANS ASPHALT CONCRETE DRIVEWAY SECTION NOT TO SCALE o w $ ® 84 �N Z N NEW CONCRETE (? LOWERED CURB SECTION wo fl v 12 CONSTRUCTION z JOINT v : v 1 GUTTER NOTE: N CONCRETE CURB END SECTION TO BE USED AT ALL LOCATIONS WHERE NEW CURB DOES NOT MEET EXISTING CURB, AT SIDEWALK TRANSITION SECTIONS AND /OR AS REQUIRED IN THE FIELD O' Y CONCRETE CURB END SECTION m 3 NOT TO SCALE a z } � n J : U, K IL C N o U Q z 0 5 w D- 2499410 6' 6 CEMENT CONCRETE z I it PAVEMENT 3• CRUSHED SURFACING c TOP COURSE FIRM AND UNYIELDING SUBGRADE Jj� pro Li CEMENT CONCRETE SIDEWALK TRANSITION SECTION - `o P NOT TO SCALE ob v�r w r$a� e4yy. t!1 Z CLEAN AND TACK EDGE OF a� EXISTING PAVEMENT WITH CSS1 Z z < 3 MATCH EXISTING PAVEMENT o 3 0 w SEAL JOINT WITH HOT PAVING Z jr IL J EXISTING PAVEMENT ASPHALT (AR 40DOW) AND LL! Z W APPLY SAND BLANKET. 00 F 2 < w NEW ASPHALT CONCRETE CL "B" LL Z C V) 0 No X � :m FIRM AND UNYIELDING R OMM NDE PPROVAL SUBGRADE OR APPROVAL g o/ W By: Date: Z CRUSHED SURFACING TOP COURSE. By Date: Q e ei Fay: Deter. 4�a% BUTT JOINT DETAIL BY: Date: SHEET: 27 NOT TO SCALE 0 1• 2 OF: 32 TWO INCHES' AT FULL' SCALE. JOB NO :: 00716 IF NOT, SCALE ACCORDINGLT DWG: r'DET- ROAD6_. D - ?sd"u SCANNED MAR 2'8 2003 r _ F �FN EXIS�IGMRADE VARIE S FINISHED GRADE GRADE NEW DRIVEWAY 15 %' GRADE _� I I =MAXIMUM OR AS REQUIRED SEE NOTE (D 6" CEMENT CONCRETE` (CL 4000) WITH LONGITUDINAL EXCAVATED MATERIAL SHALL BE PAID AND TRANSVERSE JOINTS FOR UNDER THE UNIT PRICE BID FOR REQUIRED EVERY 10 FEET ROADWAY EXCAVATION. (SEE ALSO CEMENT CONC. DRIVEWAY SECTION DETAIL) NOTE: CONTRACTOR TO SLOPE DRIVEWAY SHOULDERS AS REQUIRED. CEMENT CONCRETE DRIVEWAY REPAIR NOT TO SCALE 6' ASPHALT CONCRETE CLASS B 3" CRUSHED SURFACING TOP COURSE FIRM AND UNYIEU)!NC SUBGRADE ASPHALT SIDEWALK TRANSITION SECTION 2" MIN. ASPHALT CONCF CLASS "B" (COMPACTED 4" OF CRUSHED SURFACING TOP — COURSE ROCK (COMPACTED DEPTH) FIRM AND UNYIELDING SUBGRADE NOT TO SCALE DRIVEWAY WIDTH PER PLANS ASPHALT CONCRETE DRIVEWAY SECTION NOT TO SCALE o w $ ® 84 �N Z N NEW CONCRETE (? LOWERED CURB SECTION wo fl v 12 CONSTRUCTION z JOINT v : v 1 GUTTER NOTE: N CONCRETE CURB END SECTION TO BE USED AT ALL LOCATIONS WHERE NEW CURB DOES NOT MEET EXISTING CURB, AT SIDEWALK TRANSITION SECTIONS AND /OR AS REQUIRED IN THE FIELD O' Y CONCRETE CURB END SECTION m 3 NOT TO SCALE a z } � n J : U, K IL C N o U Q z 0 5 w D- 2499410 6' 6 CEMENT CONCRETE z I it PAVEMENT 3• CRUSHED SURFACING c TOP COURSE FIRM AND UNYIELDING SUBGRADE Jj� pro Li CEMENT CONCRETE SIDEWALK TRANSITION SECTION - `o P NOT TO SCALE ob v�r w r$a� e4yy. t!1 Z CLEAN AND TACK EDGE OF a� EXISTING PAVEMENT WITH CSS1 Z z < 3 MATCH EXISTING PAVEMENT o 3 0 w SEAL JOINT WITH HOT PAVING Z jr IL J EXISTING PAVEMENT ASPHALT (AR 40DOW) AND LL! Z W APPLY SAND BLANKET. 00 F 2 < w NEW ASPHALT CONCRETE CL "B" LL Z C V) 0 No X � :m FIRM AND UNYIELDING R OMM NDE PPROVAL SUBGRADE OR APPROVAL g o/ W By: Date: Z CRUSHED SURFACING TOP COURSE. By Date: Q e ei Fay: Deter. 4�a% BUTT JOINT DETAIL BY: Date: SHEET: 27 NOT TO SCALE 0 1• 2 OF: 32 TWO INCHES' AT FULL' SCALE. JOB NO :: 00716 IF NOT, SCALE ACCORDINGLT DWG: r'DET- ROAD6_. D - ?sd"u SCANNED MAR 2'8 2003 r _ F �FN NOTES: 1. THE TRENCH SECTION SHOWN ON THE PLANS ARE FOR THE PAYMENT LIMITS FOR FOUNDATION MATERIAL AND BANK RUN GRAVEL FOR TRENCH BACKFlLL. PAYMENT FOR ALL FOUNDA11ON'MATERIAL, AND BANK RUN GRAVEL FOR CONSTRUCTED TRENCH SECTION: SHALL BE FROM THE S MEASUREMENT INDICATED INTMTHEOTABLES. TRENCH SEC110N, TQ THE MAXIMUM LIMITS AS IN 2. WHERE A `NEW ROADWAY SECTION' OR PAVEMENT REPAIR IS PROPOSED, THE TRENCH SECTION PAYMENT LIMIT LINE SHALL BE 'BOUNDED AT THE TOP BY THE BOTTOM OF THE NEW ROAD BALLAST. OR SUBGRADE 4", 6 ", AND 8" DIAMETER PIPE 12" DIAMETER PIPE 6' BACKFlLL MATERIAL A CONSISTING OF SUITABLE EXCAVATED MATERIAL OR : V 10' 12' 14' BANK_RUN - GRAVEL.FOR 3'- 0" TRENCH BACKFlLL' < a 6° �a SPECIAL PRECAUTIONS TO PROTECT PIPE TO THIS LEVEL w p �I FLEXIBLE PIPE g � GRAVEL BACKFILL FOR PIPE BEDDING$ ' .,w INVERT ELEV. VARIES FOUNDATION MATERIAL AS REQUIRED .B" TRENCH SECTION - FLEXIBLE PIPE NOT TO SCALE 4", 6 ", AND 8" DIAMETER PIPE 12" DIAMETER PIPE 18" DIAMETER PIPE 6' A A LESS : V 10' 12' 14' B 3'- 0" C 6' 18" DIAMETER PIPE 24" DIAMETER PIPE 6' A LESS 8' 10' 12' i 14' B 3'- S' C 6' 24" DIAMETER PIPE 6' A LES OR S 8' 10' 12' 14' B 3'- 0" C 6' 24" DIAMETER PIPE PAYMENT LIMIT SCHEDULE STORM SEWER PIPE l o w o A{ 0 0 \P o rn � Z �S t9�s Z O W IF ogi c' rK 0 o a, N W F- Y J 3 U o N O U < z 0 rn s �a11 Ir 0 FINISHED GRADE OR SUBGRADEj rto49 W Ijp � w 18" MIN. 2 EXISTING OR 6' \� NEW UTILITY y MIN 4 ALL Orz cn E-7 W MIN. BACKFlLL MATERIAL z C a z am m 8 CLEARANCE 9 a .9�� � W CONSISTING OF SUITABLE > J EXCAVATED MATERIAL OR 1 MIN. MIN. CEMENT CONC. > g° -1jk w �' a y TRENCH BACKKFl� FOR 4k o N ¢ / p ° CLASS 3000 i Ll RIGID PIPE 1 5� 11�= 4" MIN. z d ° . a : ° %. UTILITY MAIN i •.$� l� F MAIN i. / T� Lu i $ EBB 1 1 2a TRENCH UNDISTURBED o LLI H K GRAVEL BACKFlLL FOR YVIDIH EARTH I < ul y I z P11 PIPE BEDDING 2� NOTES: 18" MIN. Q:= � _j INVERT. Q OONTRACTOR MALL PROVIDE CONCRETE PIPE ENCASEMENT ,WHERE REQUIRED BY THE RESIDENT ENGINEER. II.- I3 �, � :R i �� ELEV. THE CONTRACTOR SHALL FAMNARIZE HIMSELF WITH'THE DRAWINGS AND SITE SUCH THAT HE /SHE z it IL C 1 CAN ANTICIPATE PROVIDING AND INSTALLING A CONCRETE ENCASEMENT WHERE NECESSARY. W z' W W VARIES ©CONTRACTOR SHALL NOT CONSTRUCT ANY NEW PIPE JOINT WITHIN 10 FEET Q O Q 6 FOUNDATION MATERIAL OF THE EXISTING CENTERLINE OF THE UTILITY CROSSING, WITHOUT FURi}iER APPROVAL. Z Z AS REQUIRED U. G a eBe CONCRETE PIPE' ENCASEMENT DETAIL O <'.o ir NOT TO SCALE } z 2 TRENCH SECTION - RIGID PIPE E- o � ¢ o I NOT TO SCALE Z] f,;,f m E OMM NDED FOR,APPROVAL W By: Date: d z By Date: 'a o o/ BY: Dete: By: 7 Date: SHEET: 28' 0 1' 2 OF: 32 TWO INCHES AT FULL SCALE. J06,, NO.: _00716, IF NOT, SCALE ACCORDINGLY DWG: DET- STORMI / /a SCANNre MAD 2 8 2003 178; f 6' A LESS 8' 10' 12' 14' B 5'- 0' C 6° PAYMENT LIMIT SCHEDULE STORM SEWER PIPE l o w o A{ 0 0 \P o rn � Z �S t9�s Z O W IF ogi c' rK 0 o a, N W F- Y J 3 U o N O U < z 0 rn s �a11 Ir 0 FINISHED GRADE OR SUBGRADEj rto49 W Ijp � w 18" MIN. 2 EXISTING OR 6' \� NEW UTILITY y MIN 4 ALL Orz cn E-7 W MIN. BACKFlLL MATERIAL z C a z am m 8 CLEARANCE 9 a .9�� � W CONSISTING OF SUITABLE > J EXCAVATED MATERIAL OR 1 MIN. MIN. CEMENT CONC. > g° -1jk w �' a y TRENCH BACKKFl� FOR 4k o N ¢ / p ° CLASS 3000 i Ll RIGID PIPE 1 5� 11�= 4" MIN. z d ° . a : ° %. UTILITY MAIN i •.$� l� F MAIN i. / T� Lu i $ EBB 1 1 2a TRENCH UNDISTURBED o LLI H K GRAVEL BACKFlLL FOR YVIDIH EARTH I < ul y I z P11 PIPE BEDDING 2� NOTES: 18" MIN. Q:= � _j INVERT. Q OONTRACTOR MALL PROVIDE CONCRETE PIPE ENCASEMENT ,WHERE REQUIRED BY THE RESIDENT ENGINEER. II.- I3 �, � :R i �� ELEV. THE CONTRACTOR SHALL FAMNARIZE HIMSELF WITH'THE DRAWINGS AND SITE SUCH THAT HE /SHE z it IL C 1 CAN ANTICIPATE PROVIDING AND INSTALLING A CONCRETE ENCASEMENT WHERE NECESSARY. W z' W W VARIES ©CONTRACTOR SHALL NOT CONSTRUCT ANY NEW PIPE JOINT WITHIN 10 FEET Q O Q 6 FOUNDATION MATERIAL OF THE EXISTING CENTERLINE OF THE UTILITY CROSSING, WITHOUT FURi}iER APPROVAL. Z Z AS REQUIRED U. G a eBe CONCRETE PIPE' ENCASEMENT DETAIL O <'.o ir NOT TO SCALE } z 2 TRENCH SECTION - RIGID PIPE E- o � ¢ o I NOT TO SCALE Z] f,;,f m E OMM NDED FOR,APPROVAL W By: Date: d z By Date: 'a o o/ BY: Dete: By: 7 Date: SHEET: 28' 0 1' 2 OF: 32 TWO INCHES AT FULL SCALE. J06,, NO.: _00716, IF NOT, SCALE ACCORDINGLY DWG: DET- STORMI / /a SCANNre MAD 2 8 2003 178; f ENWFRAME AID GRAZE SEE - D. TETASS D.11 - CA 1 03 BAR HOOP Y NISER SECTION �A i i 1Y 1 i i 2 /.T BAR HOOPS Nolm 1. CATCH BASINS SHALL BE CONSTRUCTED N ACCORDANCE WITH ASTH 0478 (AABTD M 1B➢1 dl CM UNLESS OILERNISE SHORN ON PLANS OR IIDIEL IN ilE STANDARD SPBDFICAT NS.. 2. AS AN ACCEPTABLE ALIERNAr E to RE9Nt VSDED CORE FABRIC HAVING A MN. AREA OF 0.12 SKAHARE INCHES PER FOOT MAY BE USM MELDED WE FABRIC SHALL CCPLY TO ASTY A4B74AA911D Y221). 1NRE. FABRIC SHILL NOT BE PLACID p10CKW7S 3. ALL REWORDED CAST -N -PLACE CONGiEE SHALL BE CLASS 4000. 4. PRECAST BASES SHALL BE FURIGSFED WITH CUTOUTS OR XNCOKOUTB KNOCKOUTS SHALL HAZE A WALL HRQOESS OF Y MEN. ALL PPE SHAD. BE INSTALLED N FACTORY PROVIDED lNOCKOITIS UNUSED KNOCKOUTS NEED NOT BE GROUTED IF WALL 15 LEFT INTACT. 5. KNOCKOUT OR CUTOUT HOLE SIZE S EQUAL TO .PPE O IER OWL PLUS CATCH BASIN WALL TLK70ESS. -& ROUND KNOCKOUTS MAY BE ON ALL 4 SIDES, WITH MAX - - DIAM. OF 20'. KNOCKOUTS MAY BE EITHER ROUND OR 'D' SHAPE 7. UM S I..M THE FINISHED GRACE WINE & SIDES OF • MOWN me R mum 9A NOT OEM /Y/T 9. CATCH BASIN FRAI E AND ORATE SHALL BE IN ACCORDANCE NTH STANOALD SPECff7CILTDNS. OUTING 9LRFACES SHALL BE EMBED TO ASSNENON- ROCKNC'FlT 1N1H.' ANY COYER- POB7DN, 10. FRAME AND ORATE MAY BE INSTALLED WITH FLANGE DOW OR CAST INTO RISER. 11. EDGE. OF NIGER OR BRILL SHALL NOT BE MORE THAN 2' FROM VERTICAL EDGE OF CATCH BASIN WALL 93 BAN EACH CORNER 03 BAR EACH SDE I '.I / -1 ✓ I C478 (AASHTD M199) AND ASTM C890 UNLESS OTHERWISE SHOWN ON PLANS OR NOTED IN THE STANDARD SPECIFICATIONS ADJUSTMENT SECTION: LEVELING 2. HANDHOLDS IN ADJUSTMENT SECTION SHALL HAVE 3' MIN. CLEARANCE STEPS IN CATCH BASIN SHALL HAVE 6" MIN. CLEARANCE SEE STD. �y +3 BAR EACH WAY DTL NO. CK -D.12. CATCH BASIN DETAILS. HANDHOLDS SHALL BE PLACED IN ALTERNATING GRADE RINGS OR LEVELING `BRIO K COURSE PRECAST BAN STTE G BAATTH TOP WITH A MIN. OF ONE HANDHOLD BETWEEN THE LAST STEP AND TOP OF THE FINISHED GRADE 1 CA NOT ID SCALE 6" S -0" 6" A 'a ( - WIDENED CURB Bi- 18" 1 12" SLOPE 0.05 FT /FT STREET SECTION ■ c I B FACE OF CURB SECTION A -A f--- -f- ......... &` �f. `° tL f 8 NOTES: 1. 3' TO 5' DRAFT PERMITTED AS NEEDED. 2. WELDING NOT PERMITTED. 3. DIMENSIONS SHALL HAVE ±1/16" TOLERANCE EXCEPT AS NOTED. 4. FOUNDRY NAME SHALL BE EMBOSSED ON TOP OF GRATE. LETTERING TO BE RECESSED 1/16 ". 5. SEATING OF GRATE SHALL BE ACCOMPLISHED BY ONE OF THE FOLLOWING: ALTERNATE A SHALL BE 8 PADS, 1 1/2 "x 3/4 "x 1/8" INTEGRALLY CAST WITH "THE 'GRATE. ALTERNATE B SHALL BE A MACHINED SURFACE OUTSIDE A 17" CIRCLE, BOTTOM ONLY (SEE 'SECTION ':B -B). 6. MATERIALS IN' ACCORD WITH DIVISION 9 OF STANDARD SPECIFICATIONS SECTION "METAL FRAME AND GRATE FOR CATCH BASIN OR INLETS ". 7. MATERIAL USED FOR GRATE SHALL BE DESIGNATED BY EMBOSSING DI" (DUCT IRON) OR "CFS" (CAST STEEL) NEAR MFR'S NAME 7. SEE DWG. NAME BR -32 FOR FRAME AND GRATE DETAIL. GRATE IS OLYMPIC FOUNDRY' #SM50G, #SM50GL, #SM50SL, OR EQUAL. FRAME IS OLYMPIC FOUNDRY #SM50 OR EQUAL. AN JVIIN I IRMAL GUTTER GRADE SURFACE WATER UTILITY OPEN CURB FACE FRAME & GRATE INSTALLATION DETAIL Y ADOPTED VOT CITY OFRENTON. STANDARD PLANS ISO DATE: 12/96 DWG. NAME: BR -30 SP PAGE: B017 TOP SLAB Q 2 a MORTAR i FILL 46 DIAM.- 6' S4 DIAM Ir 60" DIAM.- 8" 72 BAN. - Y� 6'A` MN. SEPARATE CAST IN PLACE *FOR SEPARATE. BASE OR SEPARATE CAST-4N-PLACE PRECAST RAs ONLY REMFORfLNG., ISTEFI (FOR SEPARATE BASES OIL»» 0:23 S'0. IN./F. N EACH OLDC110N FOR 48'.. D7AM 0.19 S0. 9i./FT. N EACH DIRECTION FOR 54° DOAN 0.25 .35 � M.� N IN EACH EACH',... DRECC71ONN. FOR 60' DIAN '0' RING FRAME & GRATE OR 6' CASTING NOTES: RING & COVER IF DESIRED 1. CATCH BiASINS. SHALL BE CONSTRUCTED IN ACCORDANCE WITH ASTM LU LU C478 (AASHTD M199) AND ASTM C890 UNLESS OTHERWISE SHOWN ON PLANS OR NOTED IN THE STANDARD SPECIFICATIONS ADJUSTMENT SECTION: LEVELING 2. HANDHOLDS IN ADJUSTMENT SECTION SHALL HAVE 3' MIN. CLEARANCE STEPS IN CATCH BASIN SHALL HAVE 6" MIN. CLEARANCE SEE STD. BRICKS (2 ROWS MA)L). RISERS. OR GRADE RINGS DTL NO. CK -D.12. CATCH BASIN DETAILS. HANDHOLDS SHALL BE PLACED IN ALTERNATING GRADE RINGS OR LEVELING `BRIO K COURSE w WITH A MIN. OF ONE HANDHOLD BETWEEN THE LAST STEP AND TOP OF THE FINISHED GRADE 0 1' 2' 3. ALL REINFORCED CAST -IN -PLACE CONCRETE SHALL BE CLASS 4000. - ALL PRECAST CONCRETE SHALL BE.CLASS 4000 .. .. .. f° 4. PRECAST BASES SHALL. St- FURNISHED WITH CUTOUTS OR >-STEP520R LADDER, ORIENT KNOCKOUTS. KNOCKOUTS SHALL HAVE WALL THICKNESS OF 2' MIN. UNUSED KNOCKOUTS NEED NOT BE GROUTED IF WALL IS LEFT INTACT. PIPES SHALL BE INSTALLED ONLY IN WITH INLET SO STEPS WILL CLEAR PIPLS. FACTORY KNOCKOUTS UNLESS OTHERWISE APPROVED BY THE ENGINEER. Z 5. KNOCKOUT Oft CUTOUT HOLE SIZE SHALL EQUAL PIPE OUTER `-1 DIAM. PLUS CATCH BASIN WALLTHICKNESS. MAX. HOLE SIZE SHALI..BE.36' FOR 48' CATCH BASIN. 42' FOR 54" C.B., 12. FOR 72" C.B. S. CATCH BASIN FRAMES AND GRATES OR COVERS SHALL BE IN ACCORDANCE WITH SEC. 7.05 OF THE STANDARD SPECIFICATIONS. zi MATING SURFACES SHALL BE FINISHED TO ASSURE NON- ROCKING FIT WITH ANY COVER POSITION. 7, ALL BASE REINFORCING STEEL SHALL HAVE A MIN. YIELD STRENGTH OF :60,000 PS AND BE PI.AC£D IN THE UPPER .HALF .. OF THE BASE WTFI 1" MIN. CLEARANCE. PRECAST BASE & S. MIN. SOIL BEARING VALUE SHALL EQUAL. 3,300' POUNDS PER INTEGRAL RISER.. SQUARE FOOT.'. 9. FOR DETAILS - SHOWING - LADDER, STEPS, HANDRAILS AND TOP SLABS, ' SEE STD. DETAIL NO, 8035. 10. SEETHE STANDARD SPECIFICATIONS SEC. 7 -05.3 FOR JOINT REQUIREMENTS. -0` FOR 48 4.& 4 . 80' DI\ -0" FOR 72IAL. ;RAVEL BACKF61 FOR FOUNDATIONS r MIN. COMPACTED DEPTH. OR PRECAST BASE'.ONLY. (ENFORCING STEEL (FOR PRECAST BASE & INTEGRAL RISER ONLY` 1.15 S0. IN./FT. IN'..EACH DIRECTION FOR 48" DIAM. L19 S0. N./F7:. IN EACH DIRECTION FOR 54" DIAM. L25 SO. IN./FT. IN EACH 'DIRECTIO W FOR 60' DIAM. L24 SQ. IN./FT. IN EACH DIRECTION FOR 72' DIAM. BASE Joy ¢ATO BASH TM M2 NOT TO SCALE FOR SLOT DETAIL SEE STD DETAIL DWG D -7 1 Alf'. 4" NOTES: ALL VANED GRATES SHALL HAVE LOCKING LIDS. ALL GRATES SHALL BE VANED GRATES UNLESS SPECIFIED OTHERWISE. 0 m 00 uj ZLei Ed z @' J�N Z Fag r c) 03 °0 o D: Y N U p Y In In Q Z W D U K G. fV O, C J Q EL o Qy� �-21J1 �8 4 dJ t'as �g5 J7� rY�O� 1 w Z - FLOW - - - 2° ° . LU Zz <S Do 1 /2° o N LEVELING PAD (6 MIN) _/z ~ 3 ® C 7 Tn 5 ff 1/8 "X 3/4 "X 2 1/4" z jr d LU LU \ \ \ \ \ \ \ 1 3/8 " SHEET. 29 Z W w 0 1' 2' OF: 32 o 2 4c Q 5' DRAFT 1/16' LL - Z NOTES: DWG: DET- STORM2 Q < G 1. SELF -LOCK VANED GRATE MANFACTURER SUBJECT TO APPROVAL BY ENGINEER. " } z D ¢' 2. USE WITH TWO LOCKING BOLTS 5/8 -11 NC STAINLESS TYPE 304 STEEL SOCKET HEAD t,: g (ALLEN HEAD) BOLTS, 2" LONG. NOTE SLOT DETAIL. 3. MATERIAL IS DUCTILE IRON ASTM A536 GRADE 80- 55 -06. YANG GMTE H a 4. "OUTFALL TO STREAM DUMP NO POLLUTANTS" MAY BE LOCATED ON BORDER AREA. NOT TO SCALE 5. SHALL CONFORM TO SEC 7.05 OF THE STANDARD SPECIFICATIONS. R h W 6. WELDING IS NOT PERMITTED. 7. EDGES SHALL HAVE 0.125" RADIUS, '0.125" CHAMBER''OR COMPLETE DEBURRWG., RE OMMENDED fOR APPROVAL gY• B��o W Z 8. USE A BI- DIRECTIONAL VANED GRATE IN SAG VERTICAL CURVES. Date: Byc Dates s e �r BY: Date: BY: Date: SHEET. 29 0 1' 2' OF: 32 TWO INCHES AT FULL 'SCALE. JOB NO.: 00716 IF I NOT, SCALE ACCORDINGLY DWG: DET- STORM2 C 0P O`- 26 -d'f" /C SCANNED MAR 8 8 Z003 FILTER FABRIC MATERIAL 60" WIDE ROLLS. USE STAPLES OR WIRE RINGS TO ATTACH z 0z FABRIC TO WIRE. " 2" 14 GA. WIRE W0 OR EQUIV. 3 L3jWC NOTES. 2' -0" 1. FOR SHEET RUNOFF OR FOLLOWING DISCHARGE FROM A 8! SEDIMENT TRAP OR POND: 5' -0" BURY BOTTOM OF FABRIC I 1 � MATERIAL IN 8" BY 12" TRENCH 2. MAXIMUM' SLOPE STEEPNESS PERPENDICULAR TO FENCE LINE IS 1:1. -- - - - - -- - - -t -- --it 0 2'-6- I I 11 3. MAXIMUM SHEET OR OVERLAND FLOW PATH LENGTH TO �— 6' MAX - --I I THE FENCE 1 OF 100 FT. u u ZZ ¢W 4. IF 50% OR LESS OF THE SOIL, BY WEIGHT, IS FINE: PARTICLES W 0 SMALLER THAN THE U.S. STANDARD SIEVE NO. 200, THE'EOS SHOULD BE EQUAL TO OR SMALLER THAN THE SIEVE 'SIZE' THAT 85% OF THE SOIL CAN PASS THROUGH. FILTER FABRIC MATERIAL 6" 5. THE TRENCH SHALL BE BACKFILLED WITH 3/4" MINIMUM DIAMETER WASHED GRAVEL. 2" BY 2" BY 14 GA. WIRE cc Z I =0 O0 5. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE FABRIC OF EQUIV. OMMENDED FOR APPROVAL BY: Date: By: Date: • O / BY: Deter SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE BY: Date: 2' 0" 30 32 UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. TWO INCHES AT,: FULL, SCALE. ` JOB -NO.: 5. -0" IF NOT, SCALE ACCORDINGLY 6. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY PROVIDE 3/4" — 1.5" AFTER EACH RAINFALL AND AT LEAST DAILY DURING WASHED GRAVEL BACKFlLL 12° PROLONGED RAINFALL. ANY REPAIRS SHALL BE MADE' IN TRENCH AND ON BOTH SIDES IMMEDIATELY. OF FILTER FENCE FABRiC ON 8" MIN.' THE SURFACE. 2" BY 4" WOOD POST FILTER FABRIC FENCE DETAIL ALT: STEEL FENCE POSTS. �ZY p ADOPTED U•T CTTY OF RENTON BRUSH BARRIER STANDARD PLANS. NTS FN o� 1sT DATE: 12/90 112/9 REFORMAT TO 11 -x17^ DC ORD DWG. NAME: BR21 SP PAGE :8066 ROD z EXISTING GROUND 1. Use 4" to 8" quarry spoils or crushed rock for surfacing as shown. 100' MIN. Material with 'fines is not acceptable. \ (MAY BE REDUCED TO 50' MIN 2. The 100' minimum length shall be lengthened as necessary to insure FOR SITES WITH LESS THAN 1 material is not tracked into the public right —of —way. ACRE OF EXPOSED SOIL) II 15' EROSION /SEDIMENTATION CONTROL NOTES 1. CONTRACTOR SHALL SUBMIT TEMPORARY WATER POLLUTION /EROSION CONTROL PLAN PER THE CONTRACT SPECIFICATIONS. 2. ALL LIMITS OF CLEARING AND AREAS: OF VEGETATION PRESERVATION SHALL BE OBSERVED DURING CONSTRUCTION. 3. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE IN OPERATION PRIOR TO LAND CLEARING AND /-- OTHER CONSTRUCTION TO ENSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND /OR CONSTRUCTION 1S COMPLETED AND THE POTENTIAL FOR ON =SITE EROSION HAS PASSED. THE IMPLEMENTATION,' MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION /SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 4. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE' MINIMUM rREQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS rn,.,eTOiirnnu o'onr_wrcc AIjn Act1NFXPECTFD OR SEASONAL CONDITIONS DICTATE. THE SITE: DURING THE COURSE OF CONSTRUCTION, IT SHALL' BE THE OBLIGATION AND RESPONSIBILITY OF THE CONTRACTOR TO ADDRESS ANY NEW CONDITIONS THAT MAYBE CREATED BY HIS ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE THE MINIMUM REQUIREMENTS, AS MAY BE NEEDED TO PROTECT ADJACENT PROPERTIES AND THE WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 5. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND DISPOSING' OF THE SEDIMENT. ALL CATCH 'BASINS, CONVEYANCE LINES AND DITCHES SHALL BE CLEANED PRIOR TO PAVING. 6. THE CONTRACTOR SHALL REMOVE MATERIAL DROPPED, WASHED OR TRACKED FROM VEHICLES ONTO THE CITY RIGHT -OF —WAY OR INTO THE EXISTING STORM DRAINAGE SYSTEM. DEBRIS SHALL NOT BE WASHED INTO THE STORM DRAINAGE SYSTEM. 7. TEMPORARY EROSION CONTROL FACILITIES SHALL BE INSPECTED WEEKLY AND MAINTAINED WITHIN 24 HOURS FOLLOWING A STORM EVENT. SEDIMENT SHALL BE REMOVED TO INSURE THE FACILITIES WILL FUNCTION PROPERLY. THE FACILITIES SHALL BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON —SITE EROSION HAS PASSED. 8. ALL STORM DRAIN INLETS MADE OPERABLE' DURING CONSTRUCTION SHALL BE PROTECTED SO THAT STORMWATER RUNOFF SHALL NOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED, TO REMOVE SEDIMENT. 9. FROM APRIL 1 T0' SEPTEMBER 30, NO DISTURBED SOIL SHALL REMAIN UNSTABILIZED FOR MORE THAN SEVEN DAYS. FROM OCTOBER 1 TO MARCH 31, NO', DISTURBED SOIL SHALL REMAIN UNSTABIGZED FOR MORE THAN TWO DAYS. ° o° 0 Z yN� m _e. (n K os O Q� U c nin � V R= 25'MIN o' Y If o 0 cc N W m i P } ¢ ¢ Z D Y O O a 3 w >L K 0 N in U Q a- EXISTING DRIVEWAY a a RAMP OR SITE ACCESS ROAD a c TEMPORARY' CONSTRUCTION' ENTRANCE PLAN �(Y p ADOPTED' NTS v ®�' CITY OF RENTON STANDARD PLANS F N j 0 IST DATE: 12/96: 5 12/96 1 :REFORMAT TO 11'X17" - nATF I RFVIQInN 11 RY APPR' DWG. NAME: BR23 SP PAGE: 8068 CATCH BASIN FILTER NOT TO SCALE xia iirv. ROUND ILTER SACK 14 in I 7 W :ONTRACTOR TO INSTALL FILTER SACK z F AND PERIODICALLY REMOVE AND CLEAN z I° Z ILTER SACK > V � O z 0z C,� F p' Qa W0 3 (0z 0= OD 8! Z U1 a a IE 043 ze) 0 ,2 0 ZZ ¢W W 0 } O U Vz cc Z I =0 O0 Y Iti W LU F z OMMENDED FOR APPROVAL BY: Date: By: Date: • O / BY: Deter _ BY: Date: SHEET: OF: 30 32 0 1" 2" TWO INCHES AT,: FULL, SCALE. ` JOB -NO.: 00716 IF NOT, SCALE ACCORDINGLY DWG: 'UL T —TESC 1'?78 pru sCarolvEO MAR -2 82003 PROPERTY LINE . .. _ 6' —., FUTURE BUILDING SEWER 6" BUILDING SEWER PIPE ih _ _ _ i — — — — — — - -- LA 2 "x 4" STUD SERVICE MARKER PAINT UPPER —TEE WITH 6" SIDE OUTLET I PORTION WHITE ANS STENCIL ON SIDE WORDING "SEWER" WITH 3" HIGH BLACK LETTERS. _ AND WIRE WRAPPED AROUND THE STUD AND 6 6" SIDE SEWER AND BUILDING SEWER 0 EXTENDED TO THE` TOP OF THE STUD. a I UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST IRON SADDLE' SECURED TO SEWER MAIN WITH' STAINLESS STEEL BANDS WHEN CONNECTING NEW SIDE SEWERS TO EXISTINO MAIN. ALL 90' TURNS bHAU_ 4 ". CLEANOUT WYE WITH - BE ACCOMPUS,HED BY MEANS NOTES: 45• BEND AND PLUG. OF A WYE MID 4W BEND. t. Prior b Installation of a sanitary sswr oonnaetian, ? I =' =I TW0 45' BENDS SHALL NOT a aide —rwr permit must be pw haeed from tiro City of BE ACCEPTABLE. Renton Public Waft Department 2 Tip. of ppe and tittkr Mat tan 6e used tar sar{t.xy wean shoo be apP aa��c by h' Doparbm t of P Rk Works. g. p' of el ar�fnoopr aakab oe specified by Ma mawWctaar. HOUSE a l HOUSE a- HOUSE a. HOUSE A maintained aAHr 4' p (1�tlr per �u be vde I S' nice at,a grade of 7X ay t� MCRy The owner iA a Or 3 0" MIN• 4. far iwPectlaa 7 side Site all 24 hours h adtarna: 277 -5570. Site must be ready fatnePaatba 4° SEWER PIPE and neprasenntetNs an tlb Shen sewer an o) 4" SURFACE (TYPICAL) shall dm at a Side and ewe IN gpANOUT 4" SEWER PIPE SEE NOTES 2 AND 3 Make Ms mnnsetkn ,° a °n po not baeMD w - WILL " TES'i TEE MATH MINIMUM' LINE SIZE FOR OTHER 1HAN the ditch uMBr ppro"ei M oh by Me not bucr. �+ - PLUG FACE UP SINGLE FAMILY !S 8" Fled be granted after Ma I PROPERTY LINE y4y�yE TM O I (KCAL)- —) Find 0t� kY°tiae bem pumped oat uia me0 ay`e�M eaoa _ _PROPERTY LINE 5. Inetdl sWeeewsr with 2' m8ni:rum never. !8° sm m eowr is allowed at Me house If outlet le whaoow. o f; MW. o 0 6 'x 4^ REDUCER o (TYPICAL) o. If etch asrer stub Is not a atwbro ho 10 sew or N �I b'naaf b °�'°mkr °no �o i:° 'rho .10 le not L LAAIN SEER LINE j�, awooble the main sewer tine must be topped tan AN o f o � ar �. n LLJ e m.. WE =,Z ( o (� n Ir 60' ALLOWABLE MAX. VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, D1 PIPE AND C1 FOR CAST IRON PIPE PIPE SEWER MAINS ARE TO BE CORE DRILLED OR DUCTILE IRON PIPE. 1:3:5 M9%ERMAIN G G G \N CONCRE O BLOCKIN 2% MIN SLOPE HORIZONTAL OUTLET TEE ' SEWER MAIN 6" MIN. CONCRETE BLOCKING ANGLE 4hru a cast paddle. work within TYPICAL BUILDING' SEWER INSTALLATION PLAN mnra ell sarcantr_aator°� be lows by a Daeceat z 4" SOIL PIPE 7• wtlh the MMIaK+bs ascamplN al rya SEWER ac " r " CaLDER COUPLING HA NGWFLOOD LEVEL:RIAS LOCATED BELOW THE yip W b o z N oR EWnt TD. FIT THE Wleuc sEV�R�S151�EA1, ABAt,SCFL'PROUEV�ENnaN' 6" Haft eWs ewers (n the geblic'- is g m m. t n SURFACE � OUT ? 9. All buk9ey,-sewer and ahhmm an dw9• current o z �. vp DEVICE SHALL BE EQUAL TO TYPER. 2 —Ni4: All b.atron saweremdnt. 4° PIPING WN as apWta� neo tl+ draeks awls ar 4 x a "x a" TEST TEE _ � EC�T��NG o The a shall be a mNimum !0 taofhorizontd seperaGm FACE UP AND PLUGGED between .sanitary sMe sswsm and water services and a W minimum 5 foot harken" separation b tveon wn%wy etch 4 NIPPLE .. SURFACE CLEANDUT sewers and aiL other uaitim � 6"x O LING TO m a'z PING wYE F- _ ' EN Cg TO FlT 4' PIPING g 9 PLAN — TYPICAL BUILDING SEWER 1 I I�l10kE 2k4` STUD AND CAP DR PLUG BUILDING DRAIN WE m o ON END EXISTING e" PIPE, FOR LOW HOUSE SIDE SEWER (PROPERTY LINE), a AND INSTALL BUILDING SEWER COUPLINGS, 0 o a Y � a E—`' r a a Z •• W p:. J, z '.. y a o va o3 d QE OF •IEE AT MAIN OVER 25 TYPICAL SIDE SEWER ELEVATION STANDARD SIDE SEWER INSTALLATION ELEVATION (SEWER MAIN' TO PROPERTY LINE) NOTE: �� Y p� ADOPTED UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY �O4 CITY of RENTox LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. i° STANDARD PLANS I3T DATE: 77_, %96 i I � TEES AND BENDS AS REWIRED. TO BUILDING CONNECTION PROPERTY LINE I �— INSTALLATION PLAN z ilf —SEE SIDE SEWER DETAIL �� D PROP��Y LINE' V\•� CITY of EREENTON ag m I r; SIDE OUTLET TEE CALL FOR LOCATIONS BEFORE YOU DIG + �� I I SEE NOTE :6 SEWER MAW 48HR LOCATORS 1- 800 - 424 -5555 p� STANDARD PLANS a PLAN (� LSf DATE: 12/96 z U w DCV AG !0 7 edited "ate DWG. NAME: BR39 SP PAGE: REVISION BY APPR' _ :B BUILDING SEWER INSTALLATION !0/17/98 Edited text OCV AG. DATE REVISION BY APPR DWG. NAME: BR35 SP PAGE: 8082 d z R/W I i R/W I 4w m- F I9 Y4° 12" MIN. I -- -- �L- - - - - -- ___ - - --1 - - - -- - -- - - - - - -- 12' MIN. --- - - - - -- J I - -- L -J CAP I 2% MIN. -- 12" MIN. ��_ -_ - - -- -- `- - - - - -- -------- - - - - -- 12" MIN. - t J I L -J CAP —' I 1/8 OR 1/16 BEND AS REQUIRED 6" WYE 2% MIN. NEW 6" SIDE SEWER a &LL ?4 w� �,�'a 7 Z �� o - Li PROPOSED STORM SEWER PIPE �� _ _ i LU 6 "x 4" REDUCER SADDLE W 6 TEE ROMAX / ( OR APPROVED EQUAL). i ` TAP THROUGH SADDLE 6" MIN. 1 6" WE EXISTING SIDE SEWER SECURED TO MAIN WITH 1�` �/ STAINLESS STEEL BANDS EXISTING SANITARY SEWER TO BE ABANDONED 2% MIN. 1/8 OR 1/16 BEND AS REQUIRED NEW 6" SIDE SEWER EXISTING SEWER MAIN TYPICAL STUB ION FOR SEWER REPLACEMENT CONNECT ECTIOi�] PASSES UNDER PROPOSED STORM SEWER PIPE, NEW CONNECTION NOT TO' : SCALE SADDLE W/ 6" TEE (ROMAX ) 6" MIN. �i 6 "x 4" REDUCER OR APPROVED EQUAL: TAP THROUGH SADDLE SECURED _ i TO MAIN WITH STAINLESS STEEL BANDS ; 1 EXISTING SIDE SEWER �� �� EXISTING SANITARY SEWER 2% MIN. _ TO BE ABANDONED PROPOSED STORM SEWER PIPE EXISTING N COANNECTION FOR SEWER REPLACEMENT RECOMMENDED FOR APPROVAL er: Date: all o OPQ�SED STORM SEWER PEE gr: Date: a r NEW CONNECTION PASSES DYER PR Isr: v Date: Br= Date: F � W Q w LU �g Z W w s 4c -2 < 1- �',a W C LU z 3 C IL z W zW oar C O U Dr UJI Z LU ?i z'w O < � U � ® U >t- M Z V q. Q ,k, c 11- Z ~ to LU z SHEET' T: 31: 0 1" 2" OF: 32 TWO INCHES, FULL SCALE., JOB NO.S 00716 IF 5w0"rt2 -2SoJ. NOT. SCALE ACCORDINGLY DWG: ''DET- SERVICE 1'?78 pru sCarolvEO MAR -2 82003 SHACKLE RODS (AS REQUIRED) 4 -5/8" OR 6 -1/2" FOR 8 —INCH PIPE (SEE CITY DETAIL 8089) U M IILIIII�il�llll� I i L III o - M PLAN VIEW #4 REBAR 8" O.C. E.W. CENTER IN CONCRETE 3 PLACE CONCPETE AGAINST UNDISIURBED EARTH BOTH FACES 8" PIPE ✓�' —"'� 1.5' MIN. CLASS 5 1/2 SACK CONCRETE 3000 PSI MINIMUM r O, M TYPICAL CONCRETE 1 DEADMAN - ANCHOR DETAIL NOT TO SCALE CITY OF RENTON 8/01 Where shown on the plans or in the specifications or required by the Engineer, joint restraint system (shackle rods) shall be used. All joints restraint maierials used shall be those manufactured. by Star National Products, 1,323 Holly Avenue, PO Box 258, Columbus, Ohio 43216 unless an equal alternate is approved in writing by the Engineer. EXISTING SIDEWALK EXISTING CURBLINE ISTTN7CAPING Cl STALL NEW DEADTAIL) '.IOR TO CUTING MAIN. �r NEW 8" DI PIPE (SEE SPECIFICATION) NOTE CONTRAC'rOR TO REMOVE SECTION: OF EXISTING 8" CAST IRON PIPE CHLORINATE NEW WATERMAIN PRIOR TO TIE -IN CONNECTIONS. 33,930 Materiais 3 4 1 Steel Types: Galvanized High strength low —allay steel (cor —ten), ASTM heat — treated; Superstar SST" series ASTM A153 for galvanizing iron and steel hardware ASTM A123 for galvanizing rolled, pressed and forged steel shapes. .3/4' A242 High strength low — allay (cor —ten), Joint Restrainer System Components: "steel ASTM A242, Superstar SS" series 5 /g., ADOPTED 1. Tiebolt: 3/4" 5/8' 3/4" ASTM A242, Type 2, hot - dipped SST 7:5/8" for 2" and Installation: .9alvanlzed. 3" mechanical joints, 3/4" for 4 toy. 12" mechanical joints Install the joint restraint system in accordance with the Manufacturer's.. instructions 203,580. ASTM A325, Type 3D, except tensite strength of full —body threaded section shall be increased to 40,000 lbs. minimum so all joints are mechanically locked together to prevent joint separation. N - 0= LST DATE: 4/97 for 5/8 " and 60,000 lbs. minimum for 3/4: by heat treatingg (quenching Tiebolts shall be installed to pull against the mechanical joint body and not 3/4" 4 —.97 EDIT TEXT DATE REVISION and tempering to Manufacturer s reheat and hardness specifications. - SST 756: 3/4 for 14" to 24" mechanical joints. Some ASTM specification the M.J. follower. Torque nuts at 75 -90 foot pounds for nuts. as SST 7. SST 747: 3/4" same as SST 7, except 1" eye for 7/8" rod. Some ASTM specification as SST 7. Install tiecouplings with both rods threaded.equal distance into tiecouplings. Arrange tierods symmetrically around the pipe. 2. Tienut: Where a Manufacturers mechanical joint valve or fitting is supplied with slots Heavy Hex Nut for Each Tiebolt. SSB: 5/8" and 3/4 ", for "T" bolts instead of hNes, a flanged valve with a flange by mechanical joint adaptor ASTM A563, Grade C3, hot —dip galvanized. shall be used instead, so to provide adequate space for locating tiebolt. 3. Tiecoupling: Where a continuous run of pipe is required to be restrained, no run of restrained Used to extend continuous threaded rods and are provided with Grade C3. pipe shall be greater than 60 feet in length betwee fittings. Insert long body solid sleeves as required on longer runs to keep tierod lengths to the 60 foot maximum. center stop to aid installation, hot —dip galvanized. SS 10: for 5/8" and 3/4" tierods, ASTM A563, Pipe used in continuously restrained runs shall be mechanical joint pipe and tiebolts shnl' be installed as rod guides at each joint. 4. Tierod: Continuous threaded rod for cutting to desired lengths, Where poly wrapping is not required, all tiebolts, tienuts, tiecouplings, tierods shall hot —dip galvanized. SS 12: 5/8' and 3/4" diameter, be galvanized. All disturbed sections will be painted, to the inspector's ASTM A242, Type 1 or Type 2; ANSI B1.1. satisfaction, with ATCO #2221, or approved equal. 5. Tiewosher. Where poly wrapping is not required, all tiebolts, tienuts, tiecouplings, tierods, and - Round flat washers, hot —dip galvanized. tiewashers may be galvanized, as specified above, or plain and painted in their SS 17: ASTM A242, F436. Pressure Force Size PSI Pounds 2 3 4 6 8 10 12 14 16 24 3" 300 2,120 2 -3/8" 4" 300 3,780 3'/8" 6" 300 8,500 5/8" 1/2" 3/8" 8" 300 15,100 3/4" 5/8" 1/2- 2 5 10" 275 21;62 3/4" 5/8" 1/2- 33,930 3/4" 5/8. 3 4 1 46;200 3/4" 45,250 .3/4' 5/8" SHACKLE RODDING AND TIE BOLTS 3 4" 5 /g., ADOPTED 62,840 90,480. 3/4" 5/8' 3/4" \ O CITY OF RENTON : iY * 141,370 7/8 ,. STANDARD PLANS ��` 203,580. 7 8" N - 0= LST DATE: 4/97 4 —.97 EDIT TEXT DATE REVISION DCV DT BY A ?PR'DI DWG. NAME: BR27 SP PAGE: BO 1`78. A O w $ °o m �W. z �8 Z u m :RELOCATION p3 NEW CB TYPE I c EXISTING Cl 8" WATERMAIN 3' 10' � p 3' C-4 o a 3 3 EXISTING Cl 8" WATERMAIN O >: 0 SHACKLE RODS ZZ \ j 3 U K `-8" RO —MAC ADAPTER (TYP) (CI TO DI) Q 0 Q Q SHACKLE RODS 4 -5/8" OR 6 -1/2" a_ (SEE CITY DETAIL 8089) IL IL 8" 45' BEND (MJX MJ) (TYP) WATERLINE RELOCATION DETAIL NOT TO SCALE CITY OF RENTON 8/01 D - ?8421 Z O s z — l�q g T w p2oN t�G mw Y as >ss W Z Z' ON 0 23 OCL w Ix �• 0 0 F x< LU LL O <M O°a } ® 0 0 F ! 0 CC U _ Z Y � COMM ND ID FOR APPROVAL W BY: Date: l� of Z By: Date : 2;1J111 o/ BY: Date: BY Date: SHEET: 32 D 1' 2" OF: 32 TWO INCHES AT FULL: SCALE. JOB y0.: : 00716 IF NOT, SCALE ACCORDINGLY DWG: I DET —ROAD3 SCANNED MAR' 2 8 2003 51 � F0 P F 0., . ABBREVIAlloNs AVENUE AVE AC ASBESTOS CEMENT PIPE ADJ ADJUST ALT ALTERNATE ALUM ALUMINUM ANSI AMERICAN NATIONAL STANDARDS INSTITUTE ASPH ASPHALT ASTM AMERICAN SOCIETY OF TESTING AND MATERIALS ASSY ASSEMBLY BF BLIND FLANGE BLDG BUILDING BlK BLOCK BO BLOW OFF CTR CENTER CAP CORRUGATED ALUMINUM PIPE CB CATCH BASIN CC CONCRETE CI CAST IRON Ct CENTER LINE CLR CLEARANCE CMP CORRUGATED METAL PIPE CO CLEANOUT CONC CONCRETE C CONDUIT CONN CONNECTION CONTR CONTRACTOR CONT CONTINUOUS CPLG COUPLING CY CUBIC YARD CONT CONTINUED CL CLASS CF CUBIC FEET CFS CUBIC FEET PER SECOND DC DEGREE OF CURVATURE DI DUCTILE IRON DIA DIAMETER DOT DEPARTMENT OF TRANSPORTATION DIM DIMENSION DWGS DRAWING(S) D GRAIN EOA EDGE OF ASPHALT E EAST EA EACH EL ELEVATION EL ELBOW ELEC ELECTRICAL EXIST EXISTING FIG FIGURE FIN FINISHED FL FLANGE FT FEET F FORCE MAIN GA GAUGE GALV GALVANIZED GI GALVANIZED IRON GV GATE VALVE 10 INSIDE DIAMETER IE INVERT ELEVATION INV INVERT IN INCH L LENGTH LB POUND LF LINEAR FEET MAX MAXIMUM MFR MANUFACTURER MH MANHOLE MIN MINIMUM MJ MECHANICAL JOINT MISC MISCELLANEOUS N NORTH NO NUMBER NTS NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMETER PI POINT OF INTERSECTION PP POWER POLE PVI POINT OF VERTICAL INTERSECTION PE PLAIN END PERF PERFORATED PVC POLYVINYL CHLORIDE PVbIT PAVEMENT PVT POINT OF VERTICAL TANGENT PC POINT OF CURVATURE PT POINT OF TANGENCY QTY QUANTITY RET RETAINING RR RAILROAD R RADIUS RED REDUCER REINF REINFORCE READ REQUIRED R/W RIGHT -OF -WAY SL SLOPE S SOUTH SCH SCHEDULE SF SQUARE FEET SHT SHEET SPECS SPECIFICATIONS SQ SQUARE STA STATION STD STANDARD TC TOP OF CURB TEL TELEPHONE THRD THREADED THRU THROUGH TYP TYPICAL VC VITRIFIED CLAY VERT VERTICAL W WEST W/ WITH W/o WITHOUT �P, j � • i� 4 EMSTING .► z_T --I --I —I _1_j_j__j - - -10 E T W G S T D F —�•- TV a a 0 0 E0 ►'s d� EB 0 4 Y I!R OSED, rrr rrr rrr rrr ASPHALT PAVEMENT GRAVEL SURFACING CONCRETE SURFACING CONCRETE SIDEWALK RIGHT -OF -WAY LINE CENTERLINE OF RIGHT -OF -WAY CENTERLINE OF ROADWAY PROPERTY LINE PERMANENT EASEMENT LINE TEMPORARY EASEMENT LINE CONTOUR LINE BURIED ELECTRICAL BURIED TELEPHONE WATER MAIN (SIZE AS NOTED) GAS MAIN SANITARY SEWER STORM DRAIN (SIZE AS NOTED) SANITARY SEWER FORCE MAIN BURIED TV CABLE POWER VAULT TELEPHONE VAULT TELEPHONE MANHOLE MANHOLE • CLEANOU T ■ TYPE 1 CATCH BASIN OR CURB INLET OTYPE 2 CATCH BASIN POLE WITH GUY WIRE POWER / TELEPHONE / GUY POLE LUMINAIRE YARD LIGHT JUNCTION BOX GATE VALVE BUTTERFLY VALVE WATER METER FIRE HYDRANT REDUCER THRUST BLOCK CAP /PLUG BLOW -OFF STRAW BALE o MAIL BOX (NOTED) INDEX � SIGN a� RIP RAP COVER VICINITY &LOCATION MAPS EMBANKMENT 1 ABBREVIATIONS, SYMBOL LEGEND AND INDEX 2 SURVEY CONTROL DATA &ALIGNMENT TABLE 3 PLAN AND PROFILE - STATION 0 +00 TO 4 +00 �•�- TREE (CONIFER) 4 PLAN AND PROFILE - STATION 4 +00 TO 8 +00 W O TREE (DECIDUOUS) 5 PLAN AND PROFILE - STATION 8 +00 TO 12 +00 6 PLAN AND PROFILE - STATION 12+00 TO 16 +00 CD SHRUBS 7 PLAN AND PROFILE - STATION 16 +00 TO 20 +00 8 PLAN AND PROFILE - STATION 20 +00 TO 24 +00 WET LANDS 9 PLAN AND PROFILE - STATION 24 +00 TO 28 +00 10 PLAN AND PROFILE - STATION 28 +00 TO 32 +00 BUILDINGS 11 PLAN AND PROFILE - STATION 32 +00 TO 36 +00 12 PLAN AND PROFILE - STATION 36 +00 TO 40 +00 � ROCK WALL 13 PLAN AND PROFILE - STATION 40 +00 TO 43 +80 ELEVATION POINT 14 INTERSECTION OF NE 7TH STREET AND MONROE AVENUE NE 15 PLAN AND PROFILE - STATION 43 +80 TO 48 +00 � MONUMENT 16 PLAN AND PROFILE - STATION 48 +00 TO 52 +00 � BORING AND TEST 17 PLAN AND PROFILE - STATION 52 +00 TO 55 +50 PIT LocnnoNs 18 PLAN AND PROFILE - STATION 55 +50 TO 59 +60 SECTION CORNER 19 PLAN AND PROFILE - STATION 59 +60 TO 63 +30 20 PLAN AND PROFILE - STATION 63 +30 TO 67 +40 � 1/4 CORNER 21 PLAN AND PROFILE - STATION 67 +40 TO 71 +60 p ANGLE POINT / 22 PLAN AND PROFILE - STATION 71 +60 TO 72 +78.95 CONTROL POINT 23 TYPICAL SECTIONS D a������ BENCH MARK 24 -27 ROAD DETAILS ---- -�.� - - --r DITCH 28_29 STORM DRAINAGE DETAILS } —D CULVERT (SIZE & 30 TEMPORARY EROSION AND SEDIMENT TYPE AS NOTED) CONTROL DETAILS AND NOTES - x— x--+e- FENCE (TYPE AS NOTED) 31 SERVICE CONNECTION DETAILS SANITARY SEWER AND WATER 32 ROAD DETAILS FENCE (WITH GATE) EXISTING GROUND ROLL 1'9,7 FFZ 277 0 rn N Y a Z co 0 Q W N d r CZZ �Ow N Zia •O a o� wWa a0) °' w Q a U =Y LLj iU) w() Z:3 W aaZ > CC trw 6 CO = W m Z wv0 0 m OC ahw a O AS -BUILT RECOMMENDED FOR APPROVAL By: GWV S wnek Dote: OrMl By: Randd J Stain Dote: &W01 By: Dote: BY Dote: 0 in 20 TWO INCHES AT FULL SCALE. IF NOT, SCALE ACCORDINGLY A!w 4 4 ,�r '111� 1 0(-) _ (/ '5 2 8 0 w cn 8 � UJ ��Npp W 01 O _Z �y w z� ao 0 3 a, Z z J '� V 0 x 3 U 0 o� 4 O Y a Q 6 Q O Z a ao } ¢ W w o a Q VVf a U Z d W SHEET: OF: 32 JOB NO.: 00718 DWG: 0-1 J s c w f N _ X f J U 4 a Q 0 0 W 6 z Z d W SHEET: OF: 32 JOB NO.: 00718 DWG: 0-1 J s c w f N _ X f J U 4 60 4 HORIZONTAL AND VERTICAL CONTROL PNT NORTHING EASTING ELEVATION LOCATION 1 186400.9581 1308913.1200 425.174 CASED MON, CONC. W/ NAIL, DOWN 1.20', INT'X MONROE AVE & NE 12TH ST (EAST) 2 186407.0187 1308734.2800 400.291 CASED MON, CONC. W/ PUNCH MARK WHERE NAIL USED TO BE, DOWN 1.85', INT'X MONROE AVE & NE 12TH ST (WEST) 3 185965.2710 1308735.4920 398.340 CASED MON, CONC. W/ LEAD & TACK, DOWN 0.20', INT'X MONROE AVE & NE 11TH PL 4 185742.1502 1308736.1090 397.752 CASED MON, 4.5" DIA CONC. W/ LEAD & TACK, DOWN 0.12', INT'X MONROE AVE & NE 11TH ST 5 185518.9941 1308736.7010 398.093 CASED MON, 4.5" DIA CONC. W/ LEAD & TACK, DOWN 0.15', INT'X MONROE AVE & NE 10TH PL 6 185076.5962 1308737.9240 398.899 CASED MON, 4.5" DIA CONC. W/ LEAD & TACK, DOWN 0.22', CL OF MONROE AVE NE, 1/16TH COR. 7 184744.0420 1308738.8270 391.880 CASED MON, 4.5" DIA CONC. W/ LEAD & TACK, DOWN 0.23', INT'X MONROE AVE NE & NE 10TH ST 8 184734.5509 1309102.1850 402.603 CASED MON, 3" SQUARE CONC. W/ LEAD & TACK, DOWN 0.55', INT'X NE 10TH ST & NEWPORT CT NE 9 184813.5238 1308400.9940 394.383 CASED MON, CONC. W/ PIECE OF REBAR, DOWN 0.90', INT'X NE 10TH ST & LYNNWOOD AVE 10 184488.7900 1308739.5620 390.664 CASED MON, 4.5" DIA CONC. W/ LEAD & TACK, DOWN 0.30', INT'X MONROE AVE NE & NE 9TH ST 11 184471.7576 1309397.3360 409.777 CASED MON, 4" SQUARE CONC. W/ LEAD & TACK, DOWN 0.55', INT'X NE 9TH ST & OLYMPIA AVE 12 183854.1152 1308741.2990 392.465 CASED MON, 4.5" DIA CONC. W/ LEAD & TACK, DOWN 0.25', INT'X MONROE AVE & NE 8TH ST 13 183862.3461 1309170.2380 390.250 CASED MON, CONC. W/ LEAD & BRASS TACK, DOWN 1.05', INT'X NE 8TH ST & NEWPORT CT NE 14 183746.0599 1308741.7890 390.585 CASED MON, CONC. W/ LEAD & TACK, DOWN 0.90', CL MONROE AVE NE, 1/4 COR 15 183416.6000 1308742.5170 381.599 CASED MON, 4.5" DIA CONC. W/ LEAD & TACK, DOWN 0.25', INT'X MONROE AVE & NE 7TH ST, KING COUNTY #5924 16 183533.4038 1308500.3980 374.584 NAIL & TAG, "FCH 17667 ", LOCATED NORTH OF NE 7TH ST B/N KIRKLAND AVE & MONROE AVE 17 183371.5276 1308157.3460 348.467 CASED MON, BRASS DISK W/ "X ", STAMPED "PLS 23613 ", DOWN 1.15', INT'X NE 7TH ST & KIRKLAND AVE 18 183052.2338 1308174.9380 341.377 CASED MON, CONC. W "X" & NAIL 0 CENTER OF "X ", DOWN 0.75', INT'X KIRKLAND AVE & JEFFERSON AVE 19 183633.8737 1308142.8570 353.334 CASED MON, CONC. W/ NAIL, DOWN 1.05', INT'X KIRKLAND AVE & LYNNWOOD AVE 20 183177.0124 1307796.8620 333.619 NAIL & TAG, "FCH 17667 ", LOCATED APPROXIMATELY 400 FEET WEST OF INT'X OF NE 7TH ST & KIRKLAND AVE 21 183102.3940 1307522.2300 323.197 NAIL & TAG, "FCH 17667 ", LOCATED APPROXIMATELY 400 FEET EAST OF INT'X OF NE 7TH ST & HARRINGTON AVE 22 183106.6396 1307112.3260 301.797 CASED MON, CONC. W/ BRASS CAP & PUNCH MARK, DOWN 1.10', INT'X NE 7TH ST & HARRINGTON AVE 23 182848.8902 1307107.6550 300.407 CASED MON, 4" DIA PIPE USED AS MON CASE, BENT R.R. SPIKE IN CONC., DOWN 0.20', INT'X HARRINGTON AVE NE & NE 6TH PL 24 183371.5378 1307116.5780 305.977 CASED MON, CONC. W/ LEAD & TACK, DOWN 0.90', INT'X HARRINGTON AVE NE & NE 8TH ST 25 183132.9635 1306746.1010 295.785 NAIL & TAG, "FCH 17667% LOCATED APPROXIMATELY 365 FEET WEST OF INT'X OF NE 7TH ST & HARRINGTON AVE 26 183280.4547 1306452.4600 293.625 NAIL & TAG, "FCH 17667% LOCATED APPROXIMATELY 370 FEET EAST OF INT'X OF NE 7TH ST & EDMONDS AVE 27 183387.7305 1306136.9420 288.906 CASED MON, 4" CONC. W/ BRASS DISK & PUNCH MARK, DOWN 0.45', INT'X NE 7TH ST & EDMONDS AVE 28 183800.1640 1306144.4360 285.090 CASED MON, CONC. W/ NAIL, DOWN 0.90', CL EDMONDS AVE NE, KING COUNTY #5916 29 183504.9293 1305831.7670 279.634 CASED MON, 4" CONC. W/ BRASS DISK & "X ", DOWN 0.45', INT'X NE 7TH ST & DAYTON AVE NE 30 183586.6492 1305608.9620 272.955 CASED MON, 4" CONC. W/ BRASS DISK & "X", DOWN 0.45', INT'X NE 7TH ST & CAMAS AVE NE 31 183702.0036 1305133.6840 228.591 CASED MON, 4" CONC. W/ BRASS DISK & PUNCH MARK, DOWN 0.40', PT, CL NE 7TH ST 32 183731.4950 1304948.2590 213.491 CASED MON, 4" CONC. W/ BRASS DISK & PUNCH MARK, DOWN 0.45', INT'X NE 7TH ST & ABERDEEN AVE NE 33 183968.7491 1304952.2970 217.441 CASED MON, 4" CONC. W/ 1.5" BRASS DISK W/ PUNCH MARK, DOWN 0.40', INT'X ABERDEEN AVE NE & NE 8TH ST 34 183565.7777 1304945.5910 214.621 CASED MON, 4" CONC. W/ 1.5" BRASS DISK W/ PUNCH MARK, STAMPED "LS 11671 ", DOWN 0.45', PC, CL NE 6TH PL 35 183769.6021 1304568.2820 177.241 MAG NAIL & TAG, "G & 0 CONTROL ", LOCATED AT INT'X OF NE 7TH ST & SUNSET AVE 36 183943.1262 1304610.8060 184.384 CASED MON, 4" X 4" CONC. COLUMN W/ 1.5" BRASS DISK, DOWN 0.35', PC, CL SUNSET BLVD NE 37 183654.6757 1304566.7430 172.586 CASED MON, 4" X 4" CONC. COLUMN W/ 1.5" BRASS DISK, DOWN 0.30', PC, CL SUNSET BLVD NE 38 183183.6351 1306668.5350 295.100 CASED MON, 4" SQUARE CONC. W/ BRASS PLATE & PUNCH MARK, DOWN 0.40, CL NE 7TH ST 39 183536.8125 1305748.7970 277.603 CASED MON, 4" CONC. W/ BRASS DISK & "X ", DOWN 0.45', CL NE 7TH ST 40 186421.4960 1308728.4290 400.960 MAG NAIL & TAG, "G & 0 CONTROL ", LOCATED AT NORTH END OF INT'X OF MONROE AVE & NE 12TH ST II N.E. 7TH STREET CENTERUNE ALIGNMENT TABLE ANGLE POINT P. I. ST N NORTHING FASTING DISTANCE PI TO PI BEARING RADIUS TANGENT NGTH DELTA AP1 5+87..37 766.4058 1 4 1 .0475 RENTON VO -TECH COMM. COLLEGE AT THE KING COUNTY MAINT. YARD AT a 3 0 THE N. END OF A GRASS PARKING MEDIAN JUST W. OF AN ELECTRIC c6 cy- 203.99 S 85' 59 13 E w o DISK SET IN TOP OF CONC. MON. W/ STAMP "PT B 1962" LOC. IN P +41.36 1 75 .6 13 47 STANLEY SAYRES MEMORIAL PARK IN A BLACKTOP STRIP APPROX. 84.5 FT E. OF BULKHEAD ON W. SIDE OF PARKING AND APPROX. 12.5 FT W. P12 2 +91.36 183752-1296 04818.5355 OF A METAL GRATE EMBEDDED IN THE ROAD. APPROX. 5.0 MI. N.W. OF Q 50.50 99.93 5' 1 24" PT2 3 +41.29 183744-2765 1 0 7.9144 an o�sa�oM tt5 180879.5237 1288220.3329 237.188 WSDOT BRASS DISK CEMENTED INTO A DRILL HOLE AND SET LEVEL W/ D 638.77 S 80" 57 49 PC3 6+09.23 183702.1935 13057,32-5252 CASED MON., 4.5" DIA. CONC. W/ LEAD & TACK, DOWN 0.25', INT'X (PT #15) 183416.6000 1308742.5173 381.599 PI3 9+30.07 183651.8016 1305449.3809 285.090 3060.14 320.84 639.34 11' 58' 14" PT3 12+48.57 183536.7870 1305741.1946 1507. S 68' 59 35 E PC 22+34.67 183183. 1306669.4521 P14 24+35. 183111.2578 1306857.0313 1141.34 200.93 397.79 19' 8' 1 Om PT4 26+32.46 183107. 1 7 7. 845.14 588' 57 44w E + 183104.3738 PI 32+76.67 1 1 77 05.40 13' 17" PT5 37+17 .05 183311"A 308099.§§Qr% 978.47 N 58' 48 59w E PC6 41+04.12 7.1495 130 '31.0119 - P16 18 602,588 1308539- AAR 455.00 126 5 5 31 * 02' 50" 202.90 N 89' 51 47 E .S w L-1 SURVEY BENCHMARK TABLE � w AL 0 a O SY5646 d Y LLJ DISK SET IN TOP OF CONC. MON. W/ STAMP "HAFF 1990" LOC. NEAR (HAFF) 179737.9464 1308390.9587 340.951 RENTON VO -TECH COMM. COLLEGE AT THE KING COUNTY MAINT. YARD AT a 3 0 THE N. END OF A GRASS PARKING MEDIAN JUST W. OF AN ELECTRIC c6 cy- GATE IN A NORTH -SOUTH CHAIN LINK FENCE. SY4354 w o DISK SET IN TOP OF CONC. MON. W/ STAMP "PT B 1962" LOC. IN (PT. B) 211760.0388 1284004.8571 STANLEY SAYRES MEMORIAL PARK IN A BLACKTOP STRIP APPROX. 84.5 FT E. OF BULKHEAD ON W. SIDE OF PARKING AND APPROX. 12.5 FT W. Lli Z OF A METAL GRATE EMBEDDED IN THE ROAD. APPROX. 5.0 MI. N.W. OF Q w a RENTON ON THE W. SHORE LINE OF LK. WASHINGTON. Vill= p=1 E an o�sa�oM 2671 WS 180879.5237 1288220.3329 237.188 WSDOT BRASS DISK CEMENTED INTO A DRILL HOLE AND SET LEVEL W/ D CONC. SURFACE LOC. IN THE END OF THE CONC. SIDEWALK APPROX. 131 FT S. OF INT'X OF 129TH ST. AND SR -900. 5924KC CASED MON., 4.5" DIA. CONC. W/ LEAD & TACK, DOWN 0.25', INT'X (PT #15) 183416.6000 1308742.5173 381.599 MONROE AVE. & N.E. 7TH ST. 5916KC (PT #28) 183800.1640 1306144.4363 285.090 CASED MON., CONC. W/ NAIL, DOWN 0.90', CL EDMONDS AVE. N.E. HORIZONTAL : NAD83 (1991 ADJ) VERTICAL : NAVD88 Dmb288423 REVISED ALIGNIVIAENT TABLE BY G &0 0 rn N co z m o 0 WN cb 00 ao ? c 0 r N ROLL 1 9i7 FR 278 AS BUILT TWO INCHES At FULL SCALE. IF N01, SCALE ACCORONrGIY d°' O w V) w LLJ v W z a ��a Z Z w Z 3 O o� V_ 0 a O d Y LLJ Q N a 3 0 c6 cy- ca � w o Q = >; W Lli Z Q w a Q U Q 0 D T f v�o'� W cn D t� C3 0 (3 Z � SU b x� SHEET: Z OF: 32 J09 NO.: 00716 DWG: DATA 11 w N Z X m v K W 0 m r 1 v F 0 a d LLJ Q 0 0 W w E z6 T f v�o'� W cn D t� C3 0 (3 Z � SU b x� SHEET: Z OF: 32 J09 NO.: 00716 DWG: DATA 11 w N Z X m v K W 0 m r 1 v F I, X ! �� �J I I 1 r l�) I T. • ( `r) �l) ' '1 il) Il ( 1 Cl I I I _ I _ �l) (C� I U) , �' II ( /1�� �i U) f2 liJ !il W lil (/) t2� l�J Iii U 1 it (/) lil U ) I i ) FAJ a Ff� 21 cc p e Al — 20' 10' 0 20' 40' u W 21 " cc ' _ ROADWAY & STORM DRAINAGE NOTES 1 i T T 1 1 1 r T - T -- T -- - -- T- T r -- T T �- - T T r T - T _T .. T_ �- - - -_r— I T- a -X" Xx l_- I_- .�- __1 _. -!: _ _J :- �- L -L:. - - - -1 - -1 ____ 1---- - _- - l_ -_ 1 -- -L- _L i _ 1 - --j- __ - X W r) 1 I 1 1 -_l _ 1 1- 1 . -1 :� ���_ - i = :___ T�� -- -- -- --L= 1 1 - -1_ X �� - - -- __ _ _ _ -_ -- _ 1__- _ -_1 �__- O1 GONIRACT�OR SHAM REMOVE AM wAS7EHAUL EXIST= PI.ET, CATCH - 1 -- 1 -- 4 _ . - _ _ _ - - - - - w - - -- - -- - _ -_ - - - - w - _ -- -- -- - - -- - w - - -- -- _ _ - - - -- - - - - 4- - �� � -_- =- 1- - - ---� 8AS'IN, OR ST�ORwI GRAIN - w - w - -- - - -- w _ _ _ - w CON SHALL CONNECT DRAINAGE PIPE Tn NEW STORM 2 +00 3 +00 1 +00 14 cC; _ w _ o d , V { - -- s - - - - -- - - - - - - - - - s- - - -- _ �,-- - - - - -_ -- 24„ c DRAIN PIPE NTH FERNCO ADAPTER. - _ 2 4 "c c 3 CON SHALL CUT AND CONNrECT STORM DRAIN PIPE TO NEW CATCH BASIN. _ -- c� cn} -- - G - - G - _ G 4 CON SHALL MISTALL PE.i�IANEHT PLUG IN UPSTREAM END OF E�OSTIING STORM DRAIN PIPE. i= - -_ r -- - - -- _ .__. T . -T _ __T �_ r - - - - - -- _ T+0 USE "ETHAFOAM T T T _ _ T_ _ r - -- T- 7 -- � -�- - 1-- - - -�- - -- r �-- --i- T_ T -r_- _.T-_ - -T � T 1 _1 1_ - _ O 1 _ `___ CAUTION. P01EN71AL UTILITY COhFUCT. CONTRACTOR 1 -Z -.1 F - -T -1. 1_. 1a nl 1 _ 1 _ _l _. L_ 1_. �.L�1�_:_ r -- V ,l - 1 �\ v • •e ed \ e L PAD AS SEPARATION U71U71ES. E -.. a e e - 1_ - ._ -1 1 r owl c) e d • e / v � �� - _ _ - . _ __ a e e /f e v O C SHALL REMOVE AND WASIEHAUL E�TW STORM DRM e - - - O7 CON SHALL STORM CATCH BASIL! OR MANHOLE IN PLACE. z t 8 CONTRACTOR SHAM POTHOLE TO VERIFY DEPTH I , .. �,c� . �,,,'' � . � AND LOCATION OF EXI�i11NIC U) 111 _l / r G� ` O ,+ WATER I INE. F THE WATER LNrE CONFLICTS 1MTH THE INSTALLATION OF M _ - Z 7HE CATCH BASIN, THE WATER UK SHALL BE RELOCATED PER THE CITY n C J <T (] t] n In r17 SPECIFICAI70 S. t) F r ' F (a c_� ' c ? C ONTRACTOR SHALL REMOVE, PROTECT, AND RELOCATE DOS11NG (i) t1 cD ooj F `�1 N �.1 00 / N THIS SHEET BLOCK WALT. AND /OR ROpCERY. COORON�IATE 1MTH ' m �X) In _ . - m ft _ �> _t > rn w INFORMATION SHOWN FOR 10 CoNi T rn r rn ll.l Q7 CL) , �, N , SHAM NEAT LINE SAWCUT EXISTING SiEWALK AND /OR Cl�RB, i ; �, ; r' � m r N cv t} r i m r i i In ��. r� r CE ONLY AND F43K ME AM WA'S1EHMX CONTRACTOR TO NWALL ' = " + ' `1 + rn CEMENT ROLLED CURB AND SIDEWALK IN KIND. CD .- r v) CONTRACTOR SHALL ADJUST' EXISTING dTY— OMAdED MANHOLE, CATCH BASIN, 1 _ x 1 VALVE BOX. T T CASE FRAME TO GRADE. UTILITY COMP - (/) V) f1 lil Lil lt1 lil U) tY' IiJ lil liJ U) Q L.l LEI !11 In C1� ICI • ANY 70 ADJUST GAS VALVES AID /OR TELEPHONE MANHOLES. CONTRACTOR TO COORDINATE. 1© CONTRACTOR SHALL FURNISH AND INSTAL CEMENT CONCRETE APPROACH. i = = = = SEE DETAIL SHEETS 24 & 27. T j 13 SAWCUT EXISTING DRIVEWAY FULL DEPTH AT LOCATION TO BE MARKED IN 195 �U : 195 215 215 THE FED BY THE WASTEHAUL EXISTING PAVEMENT AND F I j .............. ................... .................... ........ ...........:............�1�.... .................:...................................................-.......................-......-........................ ............................... ........... -................................ ...............- ....----- - -.... -..............-.................................................................... .........- ..................... +: - REPLACE DRIVEWAY IN KIND. 14 CONTRACTOR SHALL NEAT LINE SAWCUT EXISTING X FWALK AND OR CURB, 3 �,, AND REMOVE AND wASTEHAUL CONTRACTOR 70 INSTAL CEMENT VERTICAL CURB AND SIDEWALK IN KIND. 190 , . :. : ................... :.... ................; ...:...................:. :...................:. :............. ......:...................:.... ;11* 210 _ > %` ��' 210 15 CON SHALL PROTECT EXISTM HYDRANT, SIGN, WALL. FENCE, �� .= :............... ....................... O AND/OR DURING CTION. i N c c� c�a r� �� �`� %fix VACANT. I I r c c►� c �� r `\ � / /� ! `;% ''� : 1 CONTRACTOR SHALL REMOVE. PROTECT, AND REINSTALL DOSTING FENCE. 185 _> \ �\ .--- 205 : . \,� \\ i I �n �ic��� t „� /� �- ,l, \�. : : 205 i -` \�t'� ........... . ............................................. ...................:........... . . . :.............. _ .................. 18 CONTRACTOR SHAM REMOVE AND wASTEHAUL EGSTMIG SIDEWALK, PAVEMENT, AND/OR CURB. /�\ 19 CONTRACTOR SHALL FURNISH AND INSTALL CEMENT 7RANS17ION 180 180 200 : �' , SECTION WITH CEMENT CURB END SECTIONS. SEE DETAIL SHEET �`' �� t� �` ���'' 200 27. ........................................................................................................ ............................... ..... ,,��,. ........ �� ...................,�_-- - - - - -- . c��..... ............................... ................................ ............................... ....... .................................................... . . ; ,\ ` ' ; = CONTRACTOR SHALL REMOVE, PROTECT, AND RELOCATE EXISTING SIGN. 1 CONTRACTOR SHALL FURNISH AND INSTALL PLASTIC STIOP BAR AMID /OR MARKINM 175 175 195 = , �, -� K� .,C : : f : , �� ANA 195 ® CONTRACTOR SHALL FURNISH AM INSTALL CURB RAMP ALTERNATE' PER , : ............................... ............... ............................--- ............................. `� ) %� .� _ ....... _ ...........� �;�: .............. ........................... ............................ CITY OF RENTON STANDARD PLAN NO. 005.1 1 + CONTRACTOR SHALL FURNISH AND NrSTALL 4 —N+I�S OOb�IPACTED DEPTH BIARK MULCH. 170 Y 170 190 ” + 190 4 CONTRACTOR SHALL FURN ISH AND INSTALL ASPHALT OONCREI t TRANSITION N ► I .... ............................... .......... .............................;. ........................... ........................,.........................................................................................------ ......................... .. ....................:...................:............... ....:....---- ...-------- :...... :...................:..... - t" :.� ....... SEC710N NTH1MT CURB END SEC110NS. CONTRACTOR SHALL CONNECT EC:T SANITARY SIDE SEAR 70 TRUNK .; MIIONE SAMTAliY SIDE SEAR 165 ! : 165 185 : 185 .............. ... ........... , ;.............. :...... ........... ..:.... ..........:............... :.................:.......................................:................:....... ............:.................. �/ .. ... .........: : .................................................. ............................... . ............................. ® GRAM ATE. CONTRACTOR MALL POIHOLrE LOCATION OF E1AST- 0 TO vVY L�ocATION�,,, iO►p •>>iinI 0 4 ROLL 1'97 0 FR 279 AS -BUILT RECQMMENDED FOR APPROVAL By: Date: BY Dote: By: Dote: BY Date: 0 1" 2" TWO INCHES AT FULL SCALE. IF NOT, SCALE ACCORDINGLY 1 —1 __ _ NNEV APR 2 2 yom", Ilk Ln -- (� W N W �Z v V Z a WZ4D w 11m 0 Z J '� V ch W3i p o3 U o r`" F d T o cl a. 7 7 x n; y � -' w u u Id 3 x r O S o w Ld Y O �J J U w 1— < < W a_ < VVf 0 U /h if< / / - --04-1 v.-0je J l 0 t' Y ` 'r1 Q V W Z z z Z (I*Mjm z D O U C.7 z_ Y SHEET: 3 oc: 32 JOB NO.: 00716 DWG: RM11 • 4 T J cl a. 7 7 x < y � F- w N rn x r O S w 2 /h if< / / - --04-1 v.-0je J l 0 t' Y ` 'r1 Q V W Z z z Z (I*Mjm z D O U C.7 z_ Y SHEET: 3 oc: 32 JOB NO.: 00716 DWG: RM11 • 4 T J 7 7 x y � w N rn x r �J 4 NE CORNER OF NE 7TH ST & ABERDEEN AVE NE POINT 1 1 ELEV. DESCRIPTION PROPERTY (FOC) Z ;r, N I 1 49.48' RT c� W (3 37.36' RT 3 A = 78' 09'38" 1/2 Q 4 +39.06 21.87' RT 214.90 L= 36.18 PT 4 +55.59 15.31' RT 216.67 CENTER: N v) 15.36' RT i 4 +56.55, 41.82' RT M 1 1 z Z Y -~ �1 (l► � �� (r � TO COORDINATE. UI ( -v In a Oo( 1 .00 N U-) (D 1 06 w u QL� -' w -j cp (,L) _ � -j W .J M (n I Q (n Q (n I Q x l F- x ► x ►- w1 (r) wlcn wlu-► I rte, Q w 00 (v IA O 40 NE CORNER OF NE 7TH ST & ABERDEEN AVE NE POINT OFFSET ELEV. DESCRIPTION PROPERTY (FOC) Z ;r, N I BEGIN 49.48' RT c� W (3 37.36' RT 3 A = 78' 09'38" 1/2 Q 4 +39.06 21.87' RT 214.90 L= 36.18 PT 4 +55.59 15.31' RT 216.67 CENTER: N v) 15.36' RT 217.08 4 +56.55, 41.82' RT M 1 1 z Z Y -~ m h� W N TO COORDINATE. J� O( In a Oo( 1 .00 N U-) (D 1 06 w u QL� -' w -j cp (,L) _ � -j W .J M O Z Z' M tp Z (J ? I l O m Z . ) `� (�) ui I 1 w N w ~i u ' N Z O cV M N �[ 1(,4 u� w (v I rte, Q w 00 (v IA O 40 r� Q Z + J �W N Q � I II v Iwcv � + Q + II O� 1� + Q� tD N +W OOQJ Vf co w r'') cD �+ ►_ cn O O O O O �_`rwN O Z Q O Z qt J W % Q (n ,Q II w w (� w ,� cn Q w II '�' m Q + Q N � m + + c~n cr (n v~i � _j N V~y d- VV) W U � W 1 W VA J N Q w ~ w w w V w z � Qi II II Q II 1 i� _� NE CORNER OF NE 7TH ST & ABERDEEN AVE NE POINT OFFSET ELEV. DESCRIPTION PROPERTY (FOC) Z ;r, N I BEGIN 49.48' RT c� R= 26.52 PC 4 +30.40 37.36' RT 214.49 A = 78' 09'38" 1/2 Q 4 +39.06 21.87' RT 214.90 L= 36.18 PT 4 +55.59 15.31' RT 216.67 CENTER: END 4 +71.34 15.36' RT 217.08 4 +56.55, 41.82' RT 3: 1 , E INYo Cgs V - prY N ` - STREET 5 NE 7TH V) O � � 1 M .- _j N W• �- N .6 . w p so _j z W U - (1, W w W _j i In W ua 00 (.0 �� _..J I Ql J r1N Z � I Z u') N I CO I W00NN� W mIN Q .N� < + II PD cD m of 000 II 0 Pr) V_ w N N M U a r- J N ►= V w to Q II II V ~ ~ II Q Z cn Q wccn �ww �H xi►a- x► w W LO r W W cn cc \ 1 �- W W' 4 e - V 20' 10' 0 20' 40' NEW 1� �• ♦i, IP ROADWAY & STORM DRAINAGE NO a a p�osolw om.'!'` 10, , ► �"� , . - �► 0�� / Q © CONTRACTOR CONNECT 1 DRAINAGE • • '� CONTRACTOR SMALL REMOVE AM WASTEHAM EdSlING INIXT, CAM La 11ASINS OR STM DRAIN MANHOLE • r �- ��� 6+00 7+00 DRAIN PlIPE 07H FERNCID ADAPTER. _ 01 1" 7401 CONTRACTOR SHALL CUT AND CONNECT _STlNG; STORM DRAIN PIPE TO NEW CATCH BASH. G►� • - • _ in AM • ; • • , ` w . O END OF • DRAIN _G STIP . - -- -� ................ C5) CAU71ON: POTENTIAL UTILITY CONFLICT. CONTRACTOR 70 USE *E7HAFOAM' NO AS SEPARATION tultl UTILITIM REMOVE AM WASMNAM EXSTM STORM DRAIN PIPE. . _- I � - , . =:. X11+ �I�Mr1� !!��I�I�I�IL�I���I�I�I�I�1�1 �I��i�C'iI�IMII�I ��������■ � ■��►.� NOI� �I�I�I��I�I �III�II�I�I�S! cr��„�i1 � I it Lo r CONTRACTOR Ln 0 CONTRACTOR SHALL ABANDON STM CATCH BASIN OR MANHOLE IN PLACE. 4 <j> CONTRACTOR SHAU POTHOLE TO VERIFY DEPTH AM MATIM OF EINSlING 4 p% "WTS 111117H THE INSIALLAT1001 OF tj, WA7ER I.M. F 7HE WATER UK CONF OP THE CATCH BASK THE WATER LINE SHALL BE RELOCATED PER THE CITY • '� ♦'•: '� 1 �' ' rte• - � ` LA P 7 10 m SE CORNER OF NE 7TH ST & ABERDEEN A SS CONTRACTOR SHML REMOVE, )TECT. AM RELOCATE DUSTING r aaaa OFFSET Au 1 � PROPERTY as Z ;r, N I c.., 49.48' RT c� R= 25.00 PC 4 +42.76 44.53' RT 213.86 u , 24.62' RT 215.27 U) PT 4 +67.51 16.00' RT 216.94 CENTER: END Q N N N N �'�, ` ►- ~, r 1 1 z CV N Z Y -~ m - a w 0 � TO COORDINATE. J� O( In a Oo( J� U-) (D 06 N tl) i I I I { Z p Ln I _ � I I r-- - 00 M I Z' .- I 00 + nj r�i 1 W Sh _ I N N O O to 1 d N O _ _ N�� C N rrl 00 In It Q0 I w � O N O ( -V � w r'') cD cn O O O O O o) 0 + 0000 Q + 1 + 00 m + + r- Nt N N N N d _j N d- J N CN U � J J N Q w ~ w w w V w z � Qi II II Q II 1 i� _� II 11 a POINT OFFSET ELEV. DESCRIPTION PROPERTY (FOC) Z ;r, N I BEGIN 4 +43.46 49.48' RT 213.84 R= 25.00 PC 4 +42.76 44.53' RT 213.86 0 = 98' 06'53" 1/2 A 4 +48.62 24.62' RT 215.27 L= 42.81 PT 4 +67.51 16.00' RT 216.94 CENTER: END Q cr 4 +67.51, 41.00' RT x I- 1 x ►- x ►- w ►- x m I- U V) w U, w w w w a, w I w to � W W Z to cr w w to oC W U 12 CONTRACTOR SHALL FURNISH AND INSTALL CEMENT CONCRETE APPROACH. SEE DETAL STS 24 & 27. w = = 6" W APPX 5' = 13 SAWCUT EXISTM�G DRIVEWAY FULL DEPTH AT LOCATION TO BE MARKED IN Z "' :FROM CURB CB N0. 93 THE FIELD BY TAE ENGINEER. WASIEHAUL EXISTING PAVEMENT AM w °L :2' -10" TO TOP REPLACE DRIVEWAY IN KIND. : > I 6 .. W : Z EXISTING I S T I FJ G GROUND = t 4 CONTRACTOR SHALL- MEAT UK SAWCUT EXISTING SIDEWALK AND /OR CURB, 230 I 210 230 245 6 W 230 O w -� ANIO REM011E AHD wASTEHAUL CONTRACTOR TO INSTALL L,�.1:1.. + . ,. LLF vA �oN . -� ��fj'� /i CEMENT CONCRETE VERTICAL CURB AND REPLACE SIDEWALK IN KIND. � z I EXISTING GROUND / � <*\ � ELEVATION m © Q :0 ��\ 15 CONTRACTOR SHALL PROTECT EXISTMG HYDRANT, SIGN, WALL, FENCE, Z ►- CB NO. 98 \ ��/ �''i.�� /� AND/OR LANDSCAPING DURING TION. "' / \ / /� 32 LF - 12" CPEP STORM: PIPE / \ \\�� 225 205 ^ / %� \,.� 225 240 s =o.o20 �\ \l /` / 18 VACANT. ..................... ...... . . .. ...-- ......... -- - .............. .... .............:.. .15.IF..- ..1:2. "..CPEP..STORM.. PIPE......:..... ............................... / \�,/�. _ ............. .................... f/,�./ ................... ............. .............. S =0.093 � �\ �� 1 CONTRACTOR SHALL REMOVE, PROTECT, AND RENdSTALL EXISTING FENCE. -�,y �I /� /� 5,a• /•. //\ P�pE. ,- 18 CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING SIDEWALK, � M P`p � PAVEMENT AM Oft CURB. S� 0 Z20 235 235 -GAS .................................. . ............... ..........•. ..... ................... ..................• ............ ... : ................... ................ ................ ...... .............. ........................ ....... ........ .1........... % .. ................ ............... ... . ..... 19 CWTRACTOR SHALL FURNISH AM INSTALL CEMENT CONCRETE TRANSITION EXIST 1 ' WATER /� \. LF 2 ��� /� \ //` F SECTION 11TH CEMENT CONCRETE CURB END SECTIONS. SEE DETAIL SHEET STORM PIPE Cos 27. �.r S E DEFLECTE / / -� - = = // ' ABOVE SS CONTRACTOR SHALL REMOVE, PROTECT, AND RELOCATE DUSTING SIGN. WATER �� _- = - �� � ,- 215 /` // ,'� : 215 23� 230 . /�\ / . • . .. .. ... - / �/� y P �R : 21 CONTRACTOR SHALL FURNISH AM INSTALL K AM STOP BAR AND/OR ............ � ................. �... .... �............................. .......... . ..... V�4.................... .......... R P : w PN�� P �` -�= O �P CONTRACTOR SHALL FURNISH AND INSTALL CURB RAMP 'ALTERNATE' PER �• GP Ogp Q : CITY OF RENT ON STANDARD PLAN N O. 006.1 � 210 ��` \\ �� - 2 s'o X 12 = 210 = - v��-R 225 CONTRACTOR SHAM FURNISH AM INSTALL 4-*X>n COMPACTED DEPTH �� \/ ........ ...; 4�. Q. ,:....... .................. ........................ ....... �... �(............................. ....:................... :................... :................. :............... ��� � � : `� N�� PR • �� BARK MULCH. SS *1 CON SHALL AMID INSTALL ASPHALT TRANSITION - : " 1 � SECTION VATH CEMENT CL�RB END SECTIONS. 40 LF 24 CPEP STORM PIPE 20S �- " s= 0.044 205 ZZQ : !� 220 19 CONTRACT SHALL CONNECT SANITARY WE SEAR TO 1RlNrK PER CITY SFIEtIFICATOM - *- ,• � � � � -� EXISTING GROUND @ � � 49 AEMOtiE SANITARY SSE SEAR MANHOLE OF JTH STREET N.E. : I OCAIM OF EX0S1N1Kr DRAM! ATE. CONTRACTOR SHALL POTHOLE FINISHED GRADE 200: 0 200 215 FL+OM�JNIE IbGMT 70 VOWY L�OCAMONI. ... ......................... .. .............................. ............................... 210 0'), '► C14 Ilou l�l N C4 04 C4 100: \ N `�°-' r N 103 210 ` '` '` '` 210 T SURVEY STAMPED BY N 4f00 s*00 - W af00 7♦00 f00 J. PIERCE, FILM 33147 s a ON 2M4W W Q 3 Q ORIONrA1 S�OMATt�m ON OESIOM �'um o 0 Z W o 3 H o Z W o W 3 Z CB -92A, TYPE 2 -48" S I, Z (� Z �, w - z z Vf 3 a a R a s (L 1 . a s . a. n. a FRAME AND GRATE E' P Il m 'OR Al�OIVA l n(S V V u a a °� a a a `'� °� a s a aW a STA. 7 +78, 15' RT For Cb ti by �• Sddn* Z LiJ t1 11 Li , %.0 V V V V V V V V V V V '.•'' V U V Ii ii s SN CrOfMti PI��s �� _ N J R R N v N = N R R RIM EL 42.3 242.67 ep `" �� �� ► d v d (-'d ' v v ►_� 1-14 ; v (,v '.w 0 J N N N N W _j + • W N N W N N N '- 'v 24 E= 2 237.43 � Dmip or � d ( 1,4 m ) . t -.1 w w w w (Y 24 IN = 236.36 �� J 1 1 1 1 r, -) I I I r., I I I ir(� K 1 1 1 1 O 1 1 1 1 1O Ih 1 1h I I I r I I OP In j �.4 I v f,4 r ., N► N Iri O N (14 (s) i N O fYl r II II . tf N (v it r u 1 u ! ^ ! h v O 2 IA w (to + ( l (�) l /1 + } . + + r r r + + N t + 1,4 1-4 V (J (v (v v (.v ,-J iv v r (v (v Cv v J (v (v (v (-v qe _I N N N ...J NN N J 640 ...1 N r 1 ry (v I,i t.I ► - t.� ► IIj Z = W Zr W Z W Z W (, ► Q II II II II (n < II II II (ri ,1 II II II n d II II II II t w N N N N N N N N 40 N N N N N (( II II TWO WCMES AT FULL SCALE. X o, z' X .- w I J w w w Uj (,f) t,1 Lil I.1 t, I (n LA ►,1 ►. -1 I.I (n �. LA I LAJ w I.I I , I [2' w w F NOT, SCALE A(�CCIROINGLY ~p 4PJ7 s w-wu APR ! t ,� r_ , n • � ,� c�� � � t 0 ROLL19;� FR 280 0 w I LIJ C4 W = -% LAJ Z a � Z p. W z o Z z p �0 J 'c 0 V)�3i z 3c 0 O n Q N O • I� w 00 cO r� PROPERTY N Z ;r, N I + 10 CONTRACTOR SHALL NEAT UK SAV=T EXISTING SIDEWALK AND OR CURB, T- V) W 0 s = 00 AND REMOVE AND WASTEHAUL CONTRACTOR TO ALL to w o `" C14 Q J V) CEMENT CONCRETE ROLLED CURB AND REPLACE SIDEWALK IN KIND. clq Q � II o a �N N � 11 CONTRACTOR SHALL ADJUST CITY- OVINED MANHOLE, CATCH BASIN, O Q cr •• W VALVE BOX, CLEANOUT, T CASE FRAME 70 GRADE. UMUTY CC�'- z x II Y ANY TO ADJUST GAS VALVES AND/OR M CONTRACTOR m ��- w( a w 0 V) TO COORDINATE. x I- 1 x ►- x ►- w ►- x m I- U V) w U, w w w w a, w I w to � W W Z to cr w w to oC W U 12 CONTRACTOR SHALL FURNISH AND INSTALL CEMENT CONCRETE APPROACH. SEE DETAL STS 24 & 27. w = = 6" W APPX 5' = 13 SAWCUT EXISTM�G DRIVEWAY FULL DEPTH AT LOCATION TO BE MARKED IN Z "' :FROM CURB CB N0. 93 THE FIELD BY TAE ENGINEER. WASIEHAUL EXISTING PAVEMENT AM w °L :2' -10" TO TOP REPLACE DRIVEWAY IN KIND. : > I 6 .. W : Z EXISTING I S T I FJ G GROUND = t 4 CONTRACTOR SHALL- MEAT UK SAWCUT EXISTING SIDEWALK AND /OR CURB, 230 I 210 230 245 6 W 230 O w -� ANIO REM011E AHD wASTEHAUL CONTRACTOR TO INSTALL L,�.1:1.. + . ,. LLF vA �oN . -� ��fj'� /i CEMENT CONCRETE VERTICAL CURB AND REPLACE SIDEWALK IN KIND. � z I EXISTING GROUND / � <*\ � ELEVATION m © Q :0 ��\ 15 CONTRACTOR SHALL PROTECT EXISTMG HYDRANT, SIGN, WALL, FENCE, Z ►- CB NO. 98 \ ��/ �''i.�� /� AND/OR LANDSCAPING DURING TION. "' / \ / /� 32 LF - 12" CPEP STORM: PIPE / \ \\�� 225 205 ^ / %� \,.� 225 240 s =o.o20 �\ \l /` / 18 VACANT. ..................... ...... . . .. ...-- ......... -- - .............. .... .............:.. .15.IF..- ..1:2. "..CPEP..STORM.. PIPE......:..... ............................... / \�,/�. _ ............. .................... f/,�./ ................... ............. .............. S =0.093 � �\ �� 1 CONTRACTOR SHALL REMOVE, PROTECT, AND RENdSTALL EXISTING FENCE. -�,y �I /� /� 5,a• /•. //\ P�pE. ,- 18 CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING SIDEWALK, � M P`p � PAVEMENT AM Oft CURB. S� 0 Z20 235 235 -GAS .................................. . ............... ..........•. ..... ................... ..................• ............ ... : ................... ................ ................ ...... .............. ........................ ....... ........ .1........... % .. ................ ............... ... . ..... 19 CWTRACTOR SHALL FURNISH AM INSTALL CEMENT CONCRETE TRANSITION EXIST 1 ' WATER /� \. LF 2 ��� /� \ //` F SECTION 11TH CEMENT CONCRETE CURB END SECTIONS. SEE DETAIL SHEET STORM PIPE Cos 27. �.r S E DEFLECTE / / -� - = = // ' ABOVE SS CONTRACTOR SHALL REMOVE, PROTECT, AND RELOCATE DUSTING SIGN. WATER �� _- = - �� � ,- 215 /` // ,'� : 215 23� 230 . /�\ / . • . .. .. ... - / �/� y P �R : 21 CONTRACTOR SHALL FURNISH AM INSTALL K AM STOP BAR AND/OR ............ � ................. �... .... �............................. .......... . ..... V�4.................... .......... R P : w PN�� P �` -�= O �P CONTRACTOR SHALL FURNISH AND INSTALL CURB RAMP 'ALTERNATE' PER �• GP Ogp Q : CITY OF RENT ON STANDARD PLAN N O. 006.1 � 210 ��` \\ �� - 2 s'o X 12 = 210 = - v��-R 225 CONTRACTOR SHAM FURNISH AM INSTALL 4-*X>n COMPACTED DEPTH �� \/ ........ ...; 4�. Q. ,:....... .................. ........................ ....... �... �(............................. ....:................... :................... :................. :............... ��� � � : `� N�� PR • �� BARK MULCH. SS *1 CON SHALL AMID INSTALL ASPHALT TRANSITION - : " 1 � SECTION VATH CEMENT CL�RB END SECTIONS. 40 LF 24 CPEP STORM PIPE 20S �- " s= 0.044 205 ZZQ : !� 220 19 CONTRACT SHALL CONNECT SANITARY WE SEAR TO 1RlNrK PER CITY SFIEtIFICATOM - *- ,• � � � � -� EXISTING GROUND @ � � 49 AEMOtiE SANITARY SSE SEAR MANHOLE OF JTH STREET N.E. : I OCAIM OF EX0S1N1Kr DRAM! ATE. CONTRACTOR SHALL POTHOLE FINISHED GRADE 200: 0 200 215 FL+OM�JNIE IbGMT 70 VOWY L�OCAMONI. ... ......................... .. .............................. ............................... 210 0'), '► C14 Ilou l�l N C4 04 C4 100: \ N `�°-' r N 103 210 ` '` '` '` 210 T SURVEY STAMPED BY N 4f00 s*00 - W af00 7♦00 f00 J. PIERCE, FILM 33147 s a ON 2M4W W Q 3 Q ORIONrA1 S�OMATt�m ON OESIOM �'um o 0 Z W o 3 H o Z W o W 3 Z CB -92A, TYPE 2 -48" S I, Z (� Z �, w - z z Vf 3 a a R a s (L 1 . a s . a. n. a FRAME AND GRATE E' P Il m 'OR Al�OIVA l n(S V V u a a °� a a a `'� °� a s a aW a STA. 7 +78, 15' RT For Cb ti by �• Sddn* Z LiJ t1 11 Li , %.0 V V V V V V V V V V V '.•'' V U V Ii ii s SN CrOfMti PI��s �� _ N J R R N v N = N R R RIM EL 42.3 242.67 ep `" �� �� ► d v d (-'d ' v v ►_� 1-14 ; v (,v '.w 0 J N N N N W _j + • W N N W N N N '- 'v 24 E= 2 237.43 � Dmip or � d ( 1,4 m ) . t -.1 w w w w (Y 24 IN = 236.36 �� J 1 1 1 1 r, -) I I I r., I I I ir(� K 1 1 1 1 O 1 1 1 1 1O Ih 1 1h I I I r I I OP In j �.4 I v f,4 r ., N► N Iri O N (14 (s) i N O fYl r II II . tf N (v it r u 1 u ! ^ ! h v O 2 IA w (to + ( l (�) l /1 + } . + + r r r + + N t + 1,4 1-4 V (J (v (v v (.v ,-J iv v r (v (v Cv v J (v (v (v (-v qe _I N N N ...J NN N J 640 ...1 N r 1 ry (v I,i t.I ► - t.� ► IIj Z = W Zr W Z W Z W (, ► Q II II II II (n < II II II (ri ,1 II II II n d II II II II t w N N N N N N N N 40 N N N N N (( II II TWO WCMES AT FULL SCALE. X o, z' X .- w I J w w w Uj (,f) t,1 Lil I.1 t, I (n LA ►,1 ►. -1 I.I (n �. LA I LAJ w I.I I , I [2' w w F NOT, SCALE A(�CCIROINGLY ~p 4PJ7 s w-wu APR ! t ,� r_ , n • � ,� c�� � � t 0 ROLL19;� FR 280 0 w I LIJ C4 W = -% LAJ Z a � Z p. W z o Z z p �0 J 'c 0 V)�3i z 3c 0 O n Q N O N in d. Y N N N m 3 T- V) W 0 s = >' M UV) j TH STREET' *cc sxooM Z� �� 114 KEvl Ij P4-) - (A �I� m + U�0 X I F-- w I v-► 20' 10' 0 20' 40' c.n � U ► ' l!► � vi 00 u � F--- N - J w N N W w ►fl �C> w rn' 0c) C44 ?� N I 00 M h Z W) N I ? 1 VA 00 r` r,' a) .- F- N W 00 N r n h • I W N W 'f i �v u� J �! Q+ I) N N OD N Q II O Q+ II OD + .� C7 1 N IaJ W 0 q N— I W N - j N N �Ai cc/) z II 'Z� W�nW Za W3 II �II� II �pM N q4- m wc~if) rr w �m� �= VN �= I w V) Of w w �jcr ± N W V U cn IY N p J ` Cj J Z W w� m _ U Vi cr N 0 0 0 I W W NE ? a� 1 1 W ROADWAY A STORM DRAINAGE NOTES - ° cn �. " 1 CONTRACTOR SHALL � _' - ° ° • cn a D 12 CC O AND WAS'tE�NAUL INLET, CATCH MI ® - - r -� W BASIN, OR STORM DRAM MANHOLE n O2 CONTRACTOR SHALL CONNECT EXISTING DRAINAGE PIPE TO NEW STORM W W w -- w 6 W 0 6 „__ -_ DRAIN PIPE WTH FERNC�o ADAPTER. 6" W 10+ 00 11 pp W 6 3 OOH SHALL CUT AND CONNECT STORM DRAIN PIPE TO w a 4 - ---___ O w W 5 09 +0 0+Z3 SS W2 ,. SS 10+4 -, SS 10+95 O 5 , #� 12 00. NEW CATCH BASM. a +TO, S S S O4 DON SHALL INSTALL PERMANENT PLUG IN LVMTREAM gg 8+08 2 P V ` _ ' 1 - END OF STORM DRAIN PIPE. S S -- 5 1 6•. STIP � 1 1 5 1 6" 1 S __ • S 1 - G G G G G G G S TI P G O5 CAUTION: POTENTIAL UTILITY . CONTRACTOR TO USE " ETHAFOAM G G G _ PAD AS SEPARATION U1x17E& - G O CONTRACTOR SHALL MOM AID WASTEHAUL STORM DRAM! PIPE. ® • . • • ' • N •• cn ® »� • _ ® O CONTRACTOR SHALL ABANDON STORNri CATCH BASIN OR MANHOLE Ir PLACE. • `^ ® I T 1_ CONTRACTOR SHALL PO?HOL.E TO VERIFY DEPTH AND LOCATION OF EXISTING o _—. +-. �� O 9 13 9 8 - L WATER LINE, F THE WATER L %17H THE 061 ALLA ICIN OF 9 18 13 18 18 g 18 1 �� THE CATCH ,THE WATER L SHALL BE RELOCJITED PER 7FIE CITY 9 1 z �► �► v v � �� �. <j> CON SHALL REMOVE, PROTECT, AND RELOCATE EXISTING i� �' swat WALL, AND/Olt RoaaoRY. ATE MATH ss i g°� r, �► �- �► PROPERTY cr- 1E P OG • `'' O't� 4�' CB-90A z `" 00 I `n �n �' 10 CONTRACTOR SHALL NEAT LINE SAWCUT EXISTING SIDEWALX AND/OR CURB. � - N AND REMOVE AHD WASTEHAUL CONTRACTOR TO INSTALL in O' O'H " 00 c ° co T- T- v, CEMENT CONCRETE ROLLED CURB AND REPLACE SIDEWALK IN KIND. �. TYPE 2 48 woo N N 00 "' �n rn rn N � ° k,'r' STA. Of + II 0 00 + � + 00 + + L/) + 0 Q o N 0 � 11 CONTRACTOR SHALL ADJUST EXISTING CITY- -OMNED CATCH BASIN, o rn 10 +4.2 15.2 RT 1 i z z VALVE BOX. T, T CASE FRAME TO GRADE. UTILITY COMP - z ,Q cn - X Q II X < m a ANY TO ADAM GAS VALVES AHD /OR TELEPHONE MANHOLES. CONTRACTOR U w Ln w V) � w U cn w vo U cn TO COORDINATE. Q CONTRACTOR SHALL FURNISH AND INSTALL CEMENT CONCRETE APPROACH. SEE DETAIL SHEE75 24 & 27. 6 " W AA T E R N : CB NO. 88 „ z 13 SAMMCUT EXISTING DRIVEWAY FULL DEPTH AT LOCATION 70 BE MARKED IN CB b 89 6„ : 51 L.F. — 12 : CPEP 6 WATER THE FIELD BY TIC WASTEHAUL PAVEMENT AND 6" GAS = ^WATER STORM PIPE S =0.035 w REPLACE DRIVEWAY IN KIND. = 6" a O 6 "GAS 10 14 CONTRACTOR SHALL NEAT LANE SAMIIC:UT EXISTING SIDEWALK AND OR CURB, 265 : + . 2� :GAS � WATER � ZOO Z80 250 Q AND REMOVE AND WASTEHAUL CONTRACTOR TO ALL, ......... ..........:...................: :........... :............... :..................:.................._...................:...--........... ...:...................:....... 0.....:...... .. . ............................... : 6;; GAS Q CEMENT CONCRETE VERTICAL CURB ANA REPLACE SIDEWALK IN KIND. CB NO. 91: =12. u : �, �, " 15 CONTRACTOR SHALL PROTECT HYDRANT, SIGN, WALL FENCE, :32 L.F. — 13 CPEP STORM PIPE S =17:� 0.085 I J _ AND /OR CONSTRUCTION. 260 : . F. - 1 " P ' 12 .. S S ": 1 I \ \�f \ \i \ \�� \� / \�\ 16 VACANT. 32 L 2 C E 25 L.F. — 12 : CPEP T -RM : / / /�% O S 0 / ........................... . .. .............. %. /..\... ......................... -..... . ST`ORIN -PIPE- - S =ii: R; O:Q�B / j\\ \ ��, ......... . MOM— PIPE � �S =a'$�4 ��.00�� � CONTRACTOR SHALL REMOVE, PROTECT. AND REINSTALL FENCE. CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING SIDEWALK, PAVEMENT, AND/OR CURB. 255: : F T : : 255 `�, \�/� \�� ` 187 L,F, 24_ o3a9 270 ........................ ............................... .... ............... ... . _ I �/ M PIPE S--0.0 X S ING GROUND L XIS I ING GNOUND �� ` \ : : ELEVATION— ..r. ......:.. :....................... /�,� /�....................:. 4" GPEP....... STOR.... 19 CONTRACTOR SHALL FURNISH AND INSTALL CEMENT TRANSITION ELEVATION — \ \ //. \ SfiORM P P S • 0.02 SECTION MNTH CEMENT CURB END SECTIONS. SEE DETAIL SHEET P06 SS 24~ 0. 6 : = CONTRACTOR SHALL REMOVE, PROTECT, AM RELOCATE SIGNN. 250 : �' \\ ,/� FOUND IE 253.5 �j� 82 L� p�PE SEWEF :...................:.......... .........:................... :. l . ��.. :... LOWERED BELOW .......:................ - .:... S�dR j S AN T ARY Z65 21 CONTRACTOR SHALL FURNISH AND INSTALL MAS11C STOP BAR AND/OR \ \/ 43 24" STORM / \� j _ ...... :......... I ..� .....:................ Ir X : GROSSWAL K MARKINM CONTRACTOR SHALL FURNISH AND INSTALL CURB RAMP 'ALTERNATE' PER CITY OF RENTON STANDARD PLAN NO. 005.1 245 : \� �� \ //� GP�p = - 24,5 : /�� : F . � S "0• SS 260 ® CONTRACTOR SHALL FURNISH AND INSTALL 4- INCHES COMPACTED DEPTH O w► P wER r ............. ........... MINI .........:................... ................. BARK MULCH. \/ 1� R /� // S A�� t AR SS ®4 CONTRACTOR SHALL FURNISH AMID INSTALL ASPHALT TRANSITION \ : " SECTION WITH CEMENT CURB END SECTIONS. is SP��� P 6 "PVC : `�i��\ 6 "PVC EL :LINK ® CONTRACTOR SHALL CONNECT SANITARY SSE SEAR TO 1RlNINC Z55 PER CITY SPECI:ICATIONNSr APPX. EL. I1NK ; Q 2 P .......... EXISTING GR OU N E) @ ...... .... 19 :..... ............................... ............... ............................... AlEM011E SANITARY Si�NE SEAR MANHOLE SS LOWERED OF NTH STREET N E BELOW STORM (-FINISHED GRADE : : i ®LOCATION OF EXISTING DRAIN APPROX#MATE. CONTRACTOR SHALL POTHOLE . RiOHT : �► TO 11ERN•Y LOCATION. 230 SS LOWERED _ 2" 0 L4 .................... .................... _....... ............_.................. .............. ... �...................... ............... :.. ................. ... BELOW ':STORM . ... . .................:............. . • :h (V �: N !r ��1' ry N:N N l^V r 230 , 0+00 A!Pip•! • CO-90, TYPE 2 (48" DI A. ) STA. 8 +94, 15' RT RIM EL 9.50 254.!1 24" E Ii7 = M." 24" W IE = 2 50 M-49 12" N IE = 49. 24DAn q 0 4 R I I I N � 1 11 f00 � 0 0 �_I n CO-90A, TYPE 2 (480 DI A.) FRAME AND GRATE - �' 4 C4 F- STA. . 10 +04, 15' RT N ^ v I IX N N `r I RIM EL 6.2 2WO4 W t, 24" E IE = 2 60 25r.r9 N N I ^ N r ('4 r " W ' II CTl 1 v V � N n c ' A( 24 W IE mis A r4—i II � v , -4 1 1 -ja - M u, ,,, W W IT (4 -4 WN L� A f c.� Z�- w ZW ► �l �vfv�J Z 1I ZW �► ,� � II II win ww �H +�+ x w��►��l �1' r- '►C4 V V1 H H c, i7 {/1 H r- h ROLL 19,7 12+00 ANNILT SURVEY STAMPED BY FR a 8� DENNIS J. PIERCE rum 33147 oRg1. -- s TURFS ON OESM 1tAMS ON 2M4= NOTE- PINTS Nam RNnol v ad For Cleft by City. Sw Constr. Plans for n. ighwd Dmig11 9 ow A!�lNO�VAL ap ap �� *am lS� SI/2D/b1 soft ,mv.0 MR 3 2 das f 0 1" 2" TWO SVCHES AT FULL SCALE. IF NOT, SCALE A Y ,,4 i. . n - -1 4rd-v - 1� w I cr _z � g a x • W� m° Z Z p W2 J OC 0 Ln W 3 Z 3 O . o N� ° a a C) 0 z h 11 o In M 0 3 N cn�o x < W N _ �w a <g W •J z .� D m O = O N . W 0) 0) N W •• Z W (n w < < <w IL W qq - mH N bm U N w •- TH STREET' *cc sxooM Z� �� 114 KEvl Ij P4-) - (A �I� m + U�0 X I F-- w I v-► 20' 10' 0 20' 40' c.n � U ► ' l!► � vi 00 u � F--- N - J w N N W w ►fl �C> w rn' 0c) C44 ?� N I 00 M h Z W) N I ? 1 VA 00 r` r,' a) .- F- N W 00 N r n h • I W N W 'f i �v u� J �! Q+ I) N N OD N Q II O Q+ II OD + .� C7 1 N IaJ W 0 q N— I W N - j N N �Ai cc/) z II 'Z� W�nW Za W3 II �II� II �pM N q4- m wc~if) rr w �m� �= VN �= I w V) Of w w �jcr ± N W V U cn IY N p J ` Cj J Z W w� m _ U Vi cr N 0 0 0 I W W NE ? a� 1 1 W ROADWAY A STORM DRAINAGE NOTES - ° cn �. " 1 CONTRACTOR SHALL � _' - ° ° • cn a D 12 CC O AND WAS'tE�NAUL INLET, CATCH MI ® - - r -� W BASIN, OR STORM DRAM MANHOLE n O2 CONTRACTOR SHALL CONNECT EXISTING DRAINAGE PIPE TO NEW STORM W W w -- w 6 W 0 6 „__ -_ DRAIN PIPE WTH FERNC�o ADAPTER. 6" W 10+ 00 11 pp W 6 3 OOH SHALL CUT AND CONNECT STORM DRAIN PIPE TO w a 4 - ---___ O w W 5 09 +0 0+Z3 SS W2 ,. SS 10+4 -, SS 10+95 O 5 , #� 12 00. NEW CATCH BASM. a +TO, S S S O4 DON SHALL INSTALL PERMANENT PLUG IN LVMTREAM gg 8+08 2 P V ` _ ' 1 - END OF STORM DRAIN PIPE. S S -- 5 1 6•. STIP � 1 1 5 1 6" 1 S __ • S 1 - G G G G G G G S TI P G O5 CAUTION: POTENTIAL UTILITY . CONTRACTOR TO USE " ETHAFOAM G G G _ PAD AS SEPARATION U1x17E& - G O CONTRACTOR SHALL MOM AID WASTEHAUL STORM DRAM! PIPE. ® • . • • ' • N •• cn ® »� • _ ® O CONTRACTOR SHALL ABANDON STORNri CATCH BASIN OR MANHOLE Ir PLACE. • `^ ® I T 1_ CONTRACTOR SHALL PO?HOL.E TO VERIFY DEPTH AND LOCATION OF EXISTING o _—. +-. �� O 9 13 9 8 - L WATER LINE, F THE WATER L %17H THE 061 ALLA ICIN OF 9 18 13 18 18 g 18 1 �� THE CATCH ,THE WATER L SHALL BE RELOCJITED PER 7FIE CITY 9 1 z �► �► v v � �� �. <j> CON SHALL REMOVE, PROTECT, AND RELOCATE EXISTING i� �' swat WALL, AND/Olt RoaaoRY. ATE MATH ss i g°� r, �► �- �► PROPERTY cr- 1E P OG • `'' O't� 4�' CB-90A z `" 00 I `n �n �' 10 CONTRACTOR SHALL NEAT LINE SAWCUT EXISTING SIDEWALX AND/OR CURB. � - N AND REMOVE AHD WASTEHAUL CONTRACTOR TO INSTALL in O' O'H " 00 c ° co T- T- v, CEMENT CONCRETE ROLLED CURB AND REPLACE SIDEWALK IN KIND. �. TYPE 2 48 woo N N 00 "' �n rn rn N � ° k,'r' STA. Of + II 0 00 + � + 00 + + L/) + 0 Q o N 0 � 11 CONTRACTOR SHALL ADJUST EXISTING CITY- -OMNED CATCH BASIN, o rn 10 +4.2 15.2 RT 1 i z z VALVE BOX. T, T CASE FRAME TO GRADE. UTILITY COMP - z ,Q cn - X Q II X < m a ANY TO ADAM GAS VALVES AHD /OR TELEPHONE MANHOLES. CONTRACTOR U w Ln w V) � w U cn w vo U cn TO COORDINATE. Q CONTRACTOR SHALL FURNISH AND INSTALL CEMENT CONCRETE APPROACH. SEE DETAIL SHEE75 24 & 27. 6 " W AA T E R N : CB NO. 88 „ z 13 SAMMCUT EXISTING DRIVEWAY FULL DEPTH AT LOCATION 70 BE MARKED IN CB b 89 6„ : 51 L.F. — 12 : CPEP 6 WATER THE FIELD BY TIC WASTEHAUL PAVEMENT AND 6" GAS = ^WATER STORM PIPE S =0.035 w REPLACE DRIVEWAY IN KIND. = 6" a O 6 "GAS 10 14 CONTRACTOR SHALL NEAT LANE SAMIIC:UT EXISTING SIDEWALK AND OR CURB, 265 : + . 2� :GAS � WATER � ZOO Z80 250 Q AND REMOVE AND WASTEHAUL CONTRACTOR TO ALL, ......... ..........:...................: :........... :............... :..................:.................._...................:...--........... ...:...................:....... 0.....:...... .. . ............................... : 6;; GAS Q CEMENT CONCRETE VERTICAL CURB ANA REPLACE SIDEWALK IN KIND. CB NO. 91: =12. u : �, �, " 15 CONTRACTOR SHALL PROTECT HYDRANT, SIGN, WALL FENCE, :32 L.F. — 13 CPEP STORM PIPE S =17:� 0.085 I J _ AND /OR CONSTRUCTION. 260 : . F. - 1 " P ' 12 .. S S ": 1 I \ \�f \ \i \ \�� \� / \�\ 16 VACANT. 32 L 2 C E 25 L.F. — 12 : CPEP T -RM : / / /�% O S 0 / ........................... . .. .............. %. /..\... ......................... -..... . ST`ORIN -PIPE- - S =ii: R; O:Q�B / j\\ \ ��, ......... . MOM— PIPE � �S =a'$�4 ��.00�� � CONTRACTOR SHALL REMOVE, PROTECT. AND REINSTALL FENCE. CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING SIDEWALK, PAVEMENT, AND/OR CURB. 255: : F T : : 255 `�, \�/� \�� ` 187 L,F, 24_ o3a9 270 ........................ ............................... .... ............... ... . _ I �/ M PIPE S--0.0 X S ING GROUND L XIS I ING GNOUND �� ` \ : : ELEVATION— ..r. ......:.. :....................... /�,� /�....................:. 4" GPEP....... STOR.... 19 CONTRACTOR SHALL FURNISH AND INSTALL CEMENT TRANSITION ELEVATION — \ \ //. \ SfiORM P P S • 0.02 SECTION MNTH CEMENT CURB END SECTIONS. SEE DETAIL SHEET P06 SS 24~ 0. 6 : = CONTRACTOR SHALL REMOVE, PROTECT, AM RELOCATE SIGNN. 250 : �' \\ ,/� FOUND IE 253.5 �j� 82 L� p�PE SEWEF :...................:.......... .........:................... :. l . ��.. :... LOWERED BELOW .......:................ - .:... S�dR j S AN T ARY Z65 21 CONTRACTOR SHALL FURNISH AND INSTALL MAS11C STOP BAR AND/OR \ \/ 43 24" STORM / \� j _ ...... :......... I ..� .....:................ Ir X : GROSSWAL K MARKINM CONTRACTOR SHALL FURNISH AND INSTALL CURB RAMP 'ALTERNATE' PER CITY OF RENTON STANDARD PLAN NO. 005.1 245 : \� �� \ //� GP�p = - 24,5 : /�� : F . � S "0• SS 260 ® CONTRACTOR SHALL FURNISH AND INSTALL 4- INCHES COMPACTED DEPTH O w► P wER r ............. ........... MINI .........:................... ................. BARK MULCH. \/ 1� R /� // S A�� t AR SS ®4 CONTRACTOR SHALL FURNISH AMID INSTALL ASPHALT TRANSITION \ : " SECTION WITH CEMENT CURB END SECTIONS. is SP��� P 6 "PVC : `�i��\ 6 "PVC EL :LINK ® CONTRACTOR SHALL CONNECT SANITARY SSE SEAR TO 1RlNINC Z55 PER CITY SPECI:ICATIONNSr APPX. EL. I1NK ; Q 2 P .......... EXISTING GR OU N E) @ ...... .... 19 :..... ............................... ............... ............................... AlEM011E SANITARY Si�NE SEAR MANHOLE SS LOWERED OF NTH STREET N E BELOW STORM (-FINISHED GRADE : : i ®LOCATION OF EXISTING DRAIN APPROX#MATE. CONTRACTOR SHALL POTHOLE . RiOHT : �► TO 11ERN•Y LOCATION. 230 SS LOWERED _ 2" 0 L4 .................... .................... _....... ............_.................. .............. ... �...................... ............... :.. ................. ... BELOW ':STORM . ... . .................:............. . • :h (V �: N !r ��1' ry N:N N l^V r 230 , 0+00 A!Pip•! • CO-90, TYPE 2 (48" DI A. ) STA. 8 +94, 15' RT RIM EL 9.50 254.!1 24" E Ii7 = M." 24" W IE = 2 50 M-49 12" N IE = 49. 24DAn q 0 4 R I I I N � 1 11 f00 � 0 0 �_I n CO-90A, TYPE 2 (480 DI A.) FRAME AND GRATE - �' 4 C4 F- STA. . 10 +04, 15' RT N ^ v I IX N N `r I RIM EL 6.2 2WO4 W t, 24" E IE = 2 60 25r.r9 N N I ^ N r ('4 r " W ' II CTl 1 v V � N n c ' A( 24 W IE mis A r4—i II � v , -4 1 1 -ja - M u, ,,, W W IT (4 -4 WN L� A f c.� Z�- w ZW ► �l �vfv�J Z 1I ZW �► ,� � II II win ww �H +�+ x w��►��l �1' r- '►C4 V V1 H H c, i7 {/1 H r- h ROLL 19,7 12+00 ANNILT SURVEY STAMPED BY FR a 8� DENNIS J. PIERCE rum 33147 oRg1. -- s TURFS ON OESM 1tAMS ON 2M4= NOTE- PINTS Nam RNnol v ad For Cleft by City. Sw Constr. Plans for n. ighwd Dmig11 9 ow A!�lNO�VAL ap ap �� *am lS� SI/2D/b1 soft ,mv.0 MR 3 2 das f 0 1" 2" TWO SVCHES AT FULL SCALE. IF NOT, SCALE A Y ,,4 i. . n - -1 4rd-v - 1� w I cr _z � g a x • W� m° Z Z p W2 J OC 0 Ln W 3 Z 3 O . o N� ° a a C) 0 z a 11 o In M 0 3 a a cn�o x < W _ �w a <g _ z .� D m O = O s .o N < Z v O W Zn n •• W IL w < < <w IL W je f �F-z x 4 w a cJ� [ < Q Q O U 3 3 a a C) 0 z a 11 Q 0 1 z co 0 o�Z a a cn�o x < W m d U N > �w a <g O J W z .� D m O = O s .o N < Z v O W Zn n p U IL w < < <w IL W je f �F-z x 4 .0 N 1�3 O Z W z Z 0 • W � ' W Z Z z t' O< w o 8 �3 0 Z oc IL 0 W z F Ig 00 Z 06 per • O .o z M� t Im,3 0 V = 0 z Y N W SHEET: C4 OF: CD �-c,- n 3 a a x < W S d �w a <g s .o Q1 a JUN n IL '- IL W je f Is x 4 Zo IN W z Z 0 • W � ' W Z Z z t' O< w o 8 �3 0 Z oc IL 0 W z F Ig 00 Z 06 per • O .o z M� t Im,3 0 V = 0 z Y N W SHEET: 5 OF: 32 J08 NO.: 00718 DWG: PlAN3 1]1 4 � �I1 s 0 x 0 o o LA N � � I X o 1 1 `V h F W W Z 1A W W N O N r H 1A W J Z V F SW CORNER OF NE 7TH ST & DAYTON AVE NE POINT OFFSET ELEV. DESCRIPTION (FOC) to < 0 BEGIN 49.55' RT 278.71 R= 25.00 PC 13 +05.44 16.00' RT 278.90 A = 81' 42'17" 1/2 A 13 +21.79 22.09' RT 279.00 L= 35.65 PT 13 +30.18 37.39' RT 278.95 CENTER: END 13 +31.62 47.29' RT 278.83 13 +05.44, 41.00' RT w () 1 ) 1 �) F- J w Q c J r- wuo I cv U-) cr +i `r rn �. I o + cn x I Q w I W 00 Z U Sco I IU 00 w coloo- io%Z�o SE CORNER OF NE 7TH ST & DAYTON AVE NE POINT OFFSET ELEV. DESCRIPTION (FOC) to < 0 BEGIN 13 +57.42 49.55' RT 278.71 R= 25.00 PC 13 +56.70 44.60' RT 278.78 0= 98' 1701" 1/2 A 13 +62.53 24.65' RT 279.62 L= 42.88 PT 13 +81.44 16.00' RT 280.46 CENTER: END cr 13 +81.44, 41.00' RT l� W a W W a t m F IW Z NJ t V F- 26 LF - 2" DI: 54: LF - 12" � C EP z :STORM PIPE: S= O.aE46 STORM PIPE S= 33 LF - 12" CPEP 0.002 a STORM PIPE -- 290 � : � - S =0.062 CB -84 CB -83 6" WATER _ zo CB 80 : CB--81 2 ....................... ... ...... .. .............. ..:..... ............. ............ �D .. 80 ,. ,�, ..................:............ ....:.. :......... :................ ....... . .............................. ................... ................... .................. .................... :............... . 6 :GAS : EXISTING: GROUND ............ ELEVATION 12." STORM 0 285 CHANGE ► . . .............................. \ \1��� � CB -83, TYPE 2, 48 DIA: F� 6 GAS: I w L8 W / \ \ /�\ / /��j� f' STA. 13+18,: 37'LT WA TF R : ~ I TOP EL 277.6 r S r BOT EL 276.6 FRAME AND GRATE � � Q ,. RIM EL = 79. 279.09. 012" � � 12 SEW / � \, /� . . 280 : 12" S LIE= 2 .0 272.92 SS I : : : \�\\ " \ \ , . =0.02 56 :..12.. E LIE =. 6. 27 ;:09 I \ �'� \�,,�\ \.�,�...�. .��. ` .........................:...................:.................. ............................. Ss ... ...... ........�............... ............... \.��\ 223 LF 24w CPEP \ \/ SEWER 27S : _ E X 2'� N : : 275 C SA 1TA _--- `� -.. --r _ :............ ..... :............:................ :...................:...... ............................... - .:.... ...........:............... . .............................. .. .......... ... ..... ........... ..... �.� .0309 . ' - -- _ - _ . E S =0 _- - M - PIP _ _._._._ _ SS LOWERED OR "CPEP- - -STOR _ -- - _ _ - - -- - _ _ _. BELOW M LF _ - 18 - 270 f _ - -`� - ST DEFLECTED Z70 ................. _ ,..� ..... ............... :...... ............................................................... ............................... . �ADOVE �$� CB 80 ST DEFLECTED CHANGE N IE S CB 82 ABOVE SS S - 'SS LOWERED CHANGE N IE SS TOP EL 213.82 : 6" PVC 26S EL LINK. 266 : BELOW.. STORM. :... (SS meaaiure at .........:..... .......................... ...:. ........ ............................................ .: ...... ......... . SS LOWERED Tee EL 273. ............................ BELOW STORM �- EXISTING ("ROUND 4 59 LF - 24" CP OF 7TH STRFF T N E STORM PIPE S =Da 1 0.023 FOW&M GRAM FLmm muff Z60 � � Z60 ....� - � U-) r a1 it. v 00. 00 aJ: ed j lV �:lr/ ' t: v v. N r4. r i•=•. 12+W 13+0 a 4 L7 RAJ j Y kL) r u) �P r- I N 1 J IV ► LA I X cr .aJ W W CB -82 TYPE 2, 48 "DIA ROUND, SOLID LID, LOCKING STA. 13 +27, 15' RT RIM EL = .31 279.M 24" E IE 272. 272.14 24" W IE 2 00 .90 272.74 12" N IE = 6. k 2. 27L79 14+00 C8 -80 TYPE 2, 48 "DIA STA. 13 +86, 15' RT RIM EL 21k. 25 2M.M 24" E LIE = 274. 274.2 24" W IE = 2'M25 .25 274.M 12" N IE 05. ft 4. 274.74 ROLL 1 9� 7 l s+oo FR 282 20' 10' 0 20' 40' CONTRACTOR SHALL REMOVE AND WASTENAUL CAMIS IN WIS INLET. CATCH BASK OR DRAIN 0 CONTRACTOR SHALL. CMNNECT EXOSINNG oRAINAOE PIPE 710 NEW STORM DRAIN PIPE WITH FERIM 0 CONTRACTOR SHALL CUT AND CONNECT EMST11NG STORM DRAIN PIPE TO NEW CATCH DASMN. O4 CONTRACTOR SCULL INSTALL PEIIMAIN&w"T OONCREIE PLUG IN UPSIREAM Ella OF STORM DRAIN PIPE. O POTENTIAL. U111.I7Y 7+01 USE IETHAFOAMO PAD AS SEPARATION © CONTRACTOR SHALL REMOVE AND WAS7EHAUL E)OSTING STORM DRAIN PIPE. 0 CONTRACTOR SHALL ABANDON STORM CATCH BASIN OR MANHOLE IN PLACE. ® CONTRACTOR SHALL POTHOLE 70 11ERFY DEPTH AND LOCATION OF DOSTING WAIER LINE F THE WATER LIM CONFLICTS WITH THE INSTALLATION OF TIC CATCH BASK THE WATER LIK SHALL BE REL.00:AIED PER THE CITY SPECI IC.AIIOINSr O CONTRACTOR SHALL REMOVE. PROTECT, AND RELOCATE E uom HE W 14 WALL, AND/OR ROCKERY. COOMINAX S7H PROPOtTy OWNERS. 10 SHALL NEAT LIB SAwCUT EISTING SIDEWALK AND CURB. AND REMOVE AND 70 CEMENT ROLLED CLM AND REPLACE IN KIND. 11 CONTRACTOR SHALL ADAW 07Y-004M MANHOLL CATCH BASIN, VALVE 8001. CASE FRAM 70 GRADE. UTILITY COMP- ANY 70 ADJUST GAS VALVES AND/OR MM440HE MA04CLES. CONTRACTOR 710 COORDINATE. 1© CONTRACTOR SHALL FURNISH AND INSTALL CEMENT CONMTE APPROACH. SEE DETAL SHEETS 24 & 27. 1© SAWCUT EKOSTING DRIVEWAY FULL DEPTH AT LOCATION TO BE MARKED IN THE FIELD BY THE ENG11NEER. WASTEHAU1L EMING PAVEMENT AND REPLACE DRIVEWAY IN KID. 14 CONTRACTOR SHALL NEAT LINE SAVICUT DOSTING MEWALK AND CURS. AND REMOVE AND w CON TO IINS� CEMENT VERIWAL. CURB AND REPLACE SIDIEWALK MI KID. Ig CONTRACTOR SHALL PROTECT EXISTING HYDRANT. SIGN. WALL. FENCE. AID /OR LANDSCAPING DURING,: CONSTRUC7101N. 1d VACANT. 1© CONTRACTOR SHALL REMOVE. PROTECT. AID REINSTALL FENCE. 1 a CONTRACTOR SHALL REMOVE AID w SfoEw" PAVEMENT. AND/OR CURB. 19 CONTRACTOR SHALL FUR7MSH AND INSTALL CEMENT CONCRETE 7RANSI7ICN SECTION STFI CEMENT CONCRISE CURB END SECTIONS. SEE DETAL SET 27. ® CONTRACTOR SHALL REMOVE. PROTECT. AND RELOCATE EXISTING SKIN. 0 CONTRACTOR SHALL AND INSTALL PLAS71C STOP BAR AID /OR ® CONTRACTOR SHALL AND INSTALL CURB RAMP 'ALIERINAV PER CfTY OF 0104 ON STANDARD PLAN NO. 00&1 ® CONTRACTOR SHALL FURNISH AND INSTALL 4- INCHES COMPACTED DEPTH BARK MULCH. 14 CONTRACTOR SHALL AID INSTALL ASPHALT CLwa WE IE 7RANSI7ION SECTION S7H CEMDlT CON1011 CURB END SECIIONS. ® CONNWVZ OR SHALL COIIMIECT SANITARY SIDE SE118R TO EIOSINNG MM PER GTY WIFTEOFIrAIMM ® REMIMOW SANITARY WE AMR ® A j)cAT10M OF 0101ING DRAIN AFFFRIOMMAIE CON7RAC7Q1R SMALL P07HOLE 70 VVIFY LOCATION. AS -BUILT As -�w�T SOW" STAMM MY DENNI� J. PIERCE, PLON! 33147 ON 3m4m NOTE• PINK "m Ismosimid For Owky by Cky. sm callow. Phm for OrI4wIRSI DS•Mp ORIONIIAL SH MATUIM ON DES10M PLPM �o�■�w■� row �v� IOWAN !�w NNE op son 0 1" 2" TWO INCHES AT FULL SCALE. IF NOT, SCALE ACCOROAY N 1 (n W w z �v a• z� w � { Z aC O V s� O N 0000 a. a to < 0 O o }. C4 N M m 3 2 = e z 0 D m .CD0 S 0 N <0 0: 5 in WV cr W .. O U V Y 0 0 Z Q W a 4c CL 0 V 0 U 33 3 O a 0000 a. a 00 'a O N T-00 < 0 O o }. Z cn 0 N m0F= U L) U) o �_ 0: 0 OJT z 0 D m .CD0 S 0 N <0 0: 5 in WV cr cr.q0 � r ~ �i-z O U V NW 0 Z owme•-v MR Z; If f' : �� • >,repv j O a oc" �4047 W � F i � W _� t to 3t ON O ou Y Z SHEET: s OF: 32 ,ioe NO.: 00716 owc: aLANa • A O w N J 0 ;c 0 fn ' 0 ;Kv N k�J c7 rri 4�6 ^J '� J 4 20' 101 0 20' 40' t_ u, SW CORNER OF NE 7TH ST & EDMONDS AVE NE SE CORNER OF NE 7TH ST & EDMONDS AVE NE u -k neni u _ Ok No r X LAJ u r'7 �O \ , Z Of �. 1 �a a, m 0i N N 1 w a Y, -A Q w) °N° � oo � LLJ 1 M H s �„ - - U2 Q II Ln Q - U V) OC w 12 1�n �w r..+ c "� \ ^ w POINT OFFSET ELEV. DESCRIPTION o (FOC) CIO w rn N � BEGIN 58.93' RT 289.00 R= 23.00 PC 16 +33.46 16.00' RT 287.92 A = 70' 01'58" 1/2 0 16 +47.80 20.53' RT 288.27 L= 30.56 PT 16 +56.95 32.46' RT 288.62 CENTER: END 16 +63.78 51.26' RT 288.70 16 +33.46, 41.00' RT POINT OFFSET ELEV. DESCRIPTION o (FOC) CIO w rn N � BEGIN 17 +02.45 58.93' RT 289.00 R= 25.00 PC 16 +99.04 49.54' RT 289.05 A = 109' 57'45" 1/2 A 17 +02.06 26.65' RT 289.59 L= 47.98 PT 17 +22.54 16.00' RT 290.12 CENTER: END � - LLJ 17 +22.54, 41.00' RT x - L" U_ N Z in I ► _ W ELEV. DESCRIPTION o Q_" CIO w rn N � N 00 a, + Q + m II r 0) rn 19 293.46 .- r- J N 21.86' RT F_ I cn Q c/) Q W II PT 19 +86.32 X 1- w cn I 293.84 • W(A CB NO. 71 E 48" DIAL \ N EX '12" CC STOW ( ) STA. 18 +90, 15 LT KEPT 0 sERME M-79 1 RIM EL. NE 7TH ST REST 12" S IE _ 287-17 �.17 1 � M � - Ins 0 _�s__ _r - _ s - - • cc - �...� ____ - - 10 t w - W to T - • _, f ` --. - W ROADWAY do STORM DRAINAGE NOTES m O 1 t -, r .r �, 2 .. c C --- O1 CONTI A nit SHALL RESIDUE AIO L CAM oNG N-ET. CATCH 12 p Vc. _ BIISMN. OR STOIIM DRAIN ILA S - T - s1 S W W W � 0 W - ' �� T ,- °D W 2 OONIRAICTCR SHALL CONNECT E�OS7N�lG ORAN�IAIt PIPE 70 i STgRIM 12 o IN w O 18 ...\ _ o r to 4 V�.,. w _ r ORAN PPE IM FE NNM ADAPIM lb 6" STO limit pro G 6" STIP �' .rte ''r , i��• �w ('I■��"� _ --___ • • ] . • . • • • • we in .. �� • `/�/� �•� ?!�'1 ���'�� _ w'.l.ZT.'T�iiT ir�� •� �d ■1f YPj1 ���' = =j�•rrr_ _ - - �L.! /�-� O ► • • ] • 1 ] ►. • 1 - 0 1 0-1 _Ls: 411 14w MA - • r i i - - ■.� • In - ;Nm CONTRACTOR TO POTHOLE EXISTING UTILITIES TO VERIFY ,,,�■, . �/ T .. .. •' • I I � F -_ POINT OFFSET ELEV. DESCRIPTION o Q_" 1 1 0 1 N M LL. 1C d N �-- a No r PC 19 +66.32 19 293.46 0 = 90' 00'00" 1/2 0 19 +80.46 21.86' RT 293.65 L= 31.42 PT 19 +86.32 IT MAY BE NECESSARY TO 293.84 • END 19 +86.32 � - LLJ = �,, Qo 1 � AND fiE�0111E AND w Q W 0 w. 0) W O� �� c (14 1) r- U W _ r� c0 h J • » INSTALL 24 DUCTILE IRON `O `r Q o z M `° I cr_ n v N o cn J ? Q°', I Q N? J `r' a; I W_ STORM PIPE ACROSS EDMONDS c_n Q 01 T - Q J I o cv cv w cn U S _ N W • iii - Q 00 00 rn N 00 Q O 0O cV r` O AVENUE TO CLEAR EXISTING OD n O + �n d w ,� r. n r� to a o� r`+ N N w p� Q+ II ''� ^QD Q) W N Cr 11 � N nh N UTILITIES. 0 � 4 +1 u II + cD n + t0 ILL w 00 cv p �- r- -j cv p •- Z ~ ' L�iJ N O Z .- Z w JO ZQ •J W Z F- W II Z i W II Z M H X;Q �nQ1� II m Q F- M Q O f- in !- co �s -. N XQ �► mFa- U In XQIM w lh (Y w mH U V) POINT OFFSET ELEV. DESCRIPTION o (FOC) 1 1 0 1 N M LL. 1C d BEGIN - Vf m i= Uv)Q R= 20.00 PC 19 +66.32 16.00' RT 293.46 0 = 90' 00'00" 1/2 0 19 +80.46 21.86' RT 293.65 L= 31.42 PT 19 +86.32 36.00' RT 293.84 CENTER: END 19 +86.32 46.00' RT 293.90 19 +66.32, 36.00' RT 06 1 W Wg W Z O C� <O Z x p �+ 3 U rk- w In i Cr W U V to N U to w cn _ - Q CONTR OWL ALL FURNISH AND INSTALL CEMENT CONCRETE APPROACH. »: = 7 H AN _ _ _ SEE DETAIL S1�E1S 24 & 27. :32 LF - 12 : P = :z CB 72 GC 3 C GE CB: 70 32 F 1.2" TORM PIPE S =0.010 Z 1 1 SAINCxJT OR1 &VAY FULL DEP`7H AT LOCATION TO BE MARKED IN (.*B O TYE 2 : CPEP CPE S -0.10: GAS 7HE F'NLD BY TIE WASTEHAUL PAVEMENT AM � � w �, CB 78 :Q W 10" WA TER 10" WA T R 71 - CHANGE TO TYPE 2 REPLACE OR111E�IUY MI ICN�. 300 �' ,`t o E a I °' 300 14 CON SHALL T AT L SAINCUT AND CUPA 285 fl � � 28s .. Z90... .. .. ... ..... ........... .. .. ..... ' .©... + .. O :.. . CB 7 .. ......... :z . ...� ................... ........... :..................... .............................. CON TO CH . NGE -DEEPS I �� o : 6' G A S ;� y W CEMENT CONCRETE VETtTICAL Cl�RB AND REPLACE SIDEWALK IN KIND. 4 •rte W � a W �i 1 I : 6 " GAS " - Q �, 15 C�ONTRAICTM SHALL PROTECT EWTI NG HYDRANT, SIGN, WALL. FENCE. 32 :LF - 12 : S PI - R C : :S =0.005 :EXISTING GROUND N D AD /OR OURIs T101N. 298 ELEVATION o 288 ...... . ... • . .. ................. ..................... . ..... .�... . o VACANT. ................... W .... :... i......:... AISED .. 12 : _ 24 "IE : �, rJ : T , \ ,�\ \� % \� ,�`\ \ \�\� 1© CONTRACTOR SHALL REMOVE, PROTECT. AND REINSTALL E)OS71NG FENCE. / %, / _ 18 CON SHALL AID w sIDEWALK. 290 W `r \ \� \\ ,` \�\ \�� \ / /\ / /� //� /� I Z00 PAVEMMINT, AND/OR CURB. :............. .................:... �,� /.,raj. \�!�\ / :\ \ !\ . / ,,�,� ...... ..........:...................: :..................:...................:.............. .....:........................ :............. ............................. .... 19 CONTRACTOR SHALL FURNISH AND INSTALL CEMENT TRANSITION O \�. : : : : M PIPE S= SEC �'iH CEMENT CURB END SE. SEE DETAIL SHEET :83 L.F. - 24 CPEP STOR 10 27. CB 72 CHANGE 11 •�• \\ : N INVERT - SEE: BELOW 170 L.F. - 24' CPEP STORM PIPE 5 =0.0 IpON SHALL REMOVE. PROTECT, AND RELOCATE SlCwhl. 288: 40 ' : 28s Q; ......... i s ............ :........ ........................................:.............. .........................:..... . .............:.............. ............................... :.............. 21 CON SHALL FIRM A1D INSTALL PLASTIC STOP BAR AID /OR II - o - _- O __ -- _ ® SHALL AND INSTALL CURB RAMP 'ALTERNAV PER Fame 0; 0 _ OON CROSSWAIX �'■' CITY OF RENTOIN STANDARD PLAN NCI. OW I SS LOy11ERED _ BELOW BELOW 3OM WE R :......2..W ZSO M E X ...... . ®CON HALL FlU�SH AD STALL 4'NC S CPACID OEM . .... ... . ... ... ....:...................: ...................1.......... ... .... ............... RELCY3TO .. :.. .......... ..............: ...... ... LOM aTO : .W : ..... ..:. .. .:.. BA MULCH. z - -�5 24 LF - 24" CPEP STORM PIPE S =0.089 42 LF - 24" : CPEP STORM PIPE S =0.10 .. - 19 CON SHALL AND INSTALL ASPHALT .: 40 LF 24 " CPEP STORM PIPES _ 0.005 SEC CEMENT 1FL, CM END SECIMM ,278 _ 30 LF - 24" CPEP STORM PIPE S =0.00 7 ®� SHALL SAlINTARY �E SEMR TO TRIJI�NC ............... i i. :.................. , ...................................................... .....:.................:....... .... : , .......... .... ................:.............. PER CITY SPEMICAIMM " I EXISTING c ROUND 2 LF - 24 CPEP STORM PIPE S =D.*" 0.015 T T ®II DIVE BANITARY UK ��R MMHOILE OF TH S TREE N.E FMNSf�D GRADE ®LIOCA110N OF OO�C1MIa DRANK APPROD�ATE. OCBITRA+CTOIt MILL POTFIM FLOUM 270 00 T �'' 270 TO VaPY LIOCA11011i. ........................:.... .............. ...... ....................... ........... ..... ............................... U) ooll iq if00 17*00 10f00 1 !*00 9DOt00 AS-GMT S11RVEY iTAEO SY x � p p % I'� �i w � i J. �rE" �. 33147 e"UMT11M ON CESioN PLAW gill ON am It W V) W 3 0 W it Z rl a �✓ W 3 _ NZ V 4 NZ 1p NZ C4 C4 NZ N C4 N�' �NHr ry N =� NM- NZ NN FWCm menu W . f ► r U W 10 10 aW I I I h 11 W aW iA 1 1 SN �'r011 W. PMM so for n_ ighwi W �! r C4 00 C,4 N � N n h C4 A p go 0 c 1� N N # C 2 + h+ + + h 4 n " - v� r - r r 00 ao vj • I'�1 ad _j =� W3 , I- �����c� p� WZW Z� W N �� W N N Z�. W N `_ LAJ �� N n u n Z n n n TM INCHES AT FULL SCALE. �x 1,_ w W W H r v� vi 4i vi C.i ki vs vi vi vi ��'; � W w w W W IF NOT, SCALE 4 -MR .1--Y 0 Ilf ROLL 7 FR 283 J N0 • Y o N 1 1 0 1 N M LL. 1C d 0 Z (,m 0 - Vf m i= Uv)Q ;� m 3 2 0 :N :N o J 10 SHALL NEAT UK SA�UT EIOS'TNNG SIIEWAUC AND CIR CURB, 70 MALL V cr O cr QJ� 4Y$ I- T_% F•- i- Z U �; I 1 � AND fiE�0111E AND O o 0) = W 0) .. a0 w w c (14 1) r- U CEMENT ROLLED CURSI AIIO IN KIND. J v rn `O aC-) Q II - z 1 t SHALL CITY-000) CATCH BASIN. cr_ z 0. o cn n U Q w In i Cr W U V to N U to w cn _ - Q CONTR OWL ALL FURNISH AND INSTALL CEMENT CONCRETE APPROACH. »: = 7 H AN _ _ _ SEE DETAIL S1�E1S 24 & 27. :32 LF - 12 : P = :z CB 72 GC 3 C GE CB: 70 32 F 1.2" TORM PIPE S =0.010 Z 1 1 SAINCxJT OR1 &VAY FULL DEP`7H AT LOCATION TO BE MARKED IN (.*B O TYE 2 : CPEP CPE S -0.10: GAS 7HE F'NLD BY TIE WASTEHAUL PAVEMENT AM � � w �, CB 78 :Q W 10" WA TER 10" WA T R 71 - CHANGE TO TYPE 2 REPLACE OR111E�IUY MI ICN�. 300 �' ,`t o E a I °' 300 14 CON SHALL T AT L SAINCUT AND CUPA 285 fl � � 28s .. Z90... .. .. ... ..... ........... .. .. ..... ' .©... + .. O :.. . CB 7 .. ......... :z . ...� ................... ........... :..................... .............................. CON TO CH . NGE -DEEPS I �� o : 6' G A S ;� y W CEMENT CONCRETE VETtTICAL Cl�RB AND REPLACE SIDEWALK IN KIND. 4 •rte W � a W �i 1 I : 6 " GAS " - Q �, 15 C�ONTRAICTM SHALL PROTECT EWTI NG HYDRANT, SIGN, WALL. FENCE. 32 :LF - 12 : S PI - R C : :S =0.005 :EXISTING GROUND N D AD /OR OURIs T101N. 298 ELEVATION o 288 ...... . ... • . .. ................. ..................... . ..... .�... . o VACANT. ................... W .... :... i......:... AISED .. 12 : _ 24 "IE : �, rJ : T , \ ,�\ \� % \� ,�`\ \ \�\� 1© CONTRACTOR SHALL REMOVE, PROTECT. AND REINSTALL E)OS71NG FENCE. / %, / _ 18 CON SHALL AID w sIDEWALK. 290 W `r \ \� \\ ,` \�\ \�� \ / /\ / /� //� /� I Z00 PAVEMMINT, AND/OR CURB. :............. .................:... �,� /.,raj. \�!�\ / :\ \ !\ . / ,,�,� ...... ..........:...................: :..................:...................:.............. .....:........................ :............. ............................. .... 19 CONTRACTOR SHALL FURNISH AND INSTALL CEMENT TRANSITION O \�. : : : : M PIPE S= SEC �'iH CEMENT CURB END SE. SEE DETAIL SHEET :83 L.F. - 24 CPEP STOR 10 27. CB 72 CHANGE 11 •�• \\ : N INVERT - SEE: BELOW 170 L.F. - 24' CPEP STORM PIPE 5 =0.0 IpON SHALL REMOVE. PROTECT, AND RELOCATE SlCwhl. 288: 40 ' : 28s Q; ......... i s ............ :........ ........................................:.............. .........................:..... . .............:.............. ............................... :.............. 21 CON SHALL FIRM A1D INSTALL PLASTIC STOP BAR AID /OR II - o - _- O __ -- _ ® SHALL AND INSTALL CURB RAMP 'ALTERNAV PER Fame 0; 0 _ OON CROSSWAIX �'■' CITY OF RENTOIN STANDARD PLAN NCI. OW I SS LOy11ERED _ BELOW BELOW 3OM WE R :......2..W ZSO M E X ...... . ®CON HALL FlU�SH AD STALL 4'NC S CPACID OEM . .... ... . ... ... ....:...................: ...................1.......... ... .... ............... RELCY3TO .. :.. .......... ..............: ...... ... LOM aTO : .W : ..... ..:. .. .:.. BA MULCH. z - -�5 24 LF - 24" CPEP STORM PIPE S =0.089 42 LF - 24" : CPEP STORM PIPE S =0.10 .. - 19 CON SHALL AND INSTALL ASPHALT .: 40 LF 24 " CPEP STORM PIPES _ 0.005 SEC CEMENT 1FL, CM END SECIMM ,278 _ 30 LF - 24" CPEP STORM PIPE S =0.00 7 ®� SHALL SAlINTARY �E SEMR TO TRIJI�NC ............... i i. :.................. , ...................................................... .....:.................:....... .... : , .......... .... ................:.............. PER CITY SPEMICAIMM " I EXISTING c ROUND 2 LF - 24 CPEP STORM PIPE S =D.*" 0.015 T T ®II DIVE BANITARY UK ��R MMHOILE OF TH S TREE N.E FMNSf�D GRADE ®LIOCA110N OF OO�C1MIa DRANK APPROD�ATE. OCBITRA+CTOIt MILL POTFIM FLOUM 270 00 T �'' 270 TO VaPY LIOCA11011i. ........................:.... .............. ...... ....................... ........... ..... ............................... U) ooll iq if00 17*00 10f00 1 !*00 9DOt00 AS-GMT S11RVEY iTAEO SY x � p p % I'� �i w � i J. �rE" �. 33147 e"UMT11M ON CESioN PLAW gill ON am It W V) W 3 0 W it Z rl a �✓ W 3 _ NZ V 4 NZ 1p NZ C4 C4 NZ N C4 N�' �NHr ry N =� NM- NZ NN FWCm menu W . f ► r U W 10 10 aW I I I h 11 W aW iA 1 1 SN �'r011 W. PMM so for n_ ighwi W �! r C4 00 C,4 N � N n h C4 A p go 0 c 1� N N # C 2 + h+ + + h 4 n " - v� r - r r 00 ao vj • I'�1 ad _j =� W3 , I- �����c� p� WZW Z� W N �� W N N Z�. W N `_ LAJ �� N n u n Z n n n TM INCHES AT FULL SCALE. �x 1,_ w W W H r v� vi 4i vi C.i ki vs vi vi vi ��'; � W w w W W IF NOT, SCALE 4 -MR .1--Y 0 Ilf ROLL 7 FR 283 J O a Cana a Q o O N 1 1 0 1 N M LL. 1C Q p 0 Z (,m 0 - Vf m i= Uv)Q ;� V Z ©Q=jN 5 0 J ;f, o J 10 SHALL NEAT UK SA�UT EIOS'TNNG SIIEWAUC AND CIR CURB, 70 MALL 5 VWjw� n U cr O cr QJ� 4Y$ I- T_% F•- i- Z U �; I 1 � AND fiE�0111E AND O o 0) = (D 0) a0 w w c (14 1) r- � 4 CEMENT ROLLED CURSI AIIO IN KIND. Go v rn `O rn Q II - z 1 t SHALL CITY-000) CATCH BASIN. 0 `� w " �; VALVE 000. T. CASE FRAM TO GRADE. UTILITY COMP - Z° z c_n Q II iii ANY 10 IIrD.IiST GAS VALVES AND/bR CCBI U W w cn U S X~ LA cn � w iii TO COORDINATE. w In i Cr W U V to N U to w cn _ - Q CONTR OWL ALL FURNISH AND INSTALL CEMENT CONCRETE APPROACH. »: = 7 H AN _ _ _ SEE DETAIL S1�E1S 24 & 27. :32 LF - 12 : P = :z CB 72 GC 3 C GE CB: 70 32 F 1.2" TORM PIPE S =0.010 Z 1 1 SAINCxJT OR1 &VAY FULL DEP`7H AT LOCATION TO BE MARKED IN (.*B O TYE 2 : CPEP CPE S -0.10: GAS 7HE F'NLD BY TIE WASTEHAUL PAVEMENT AM � � w �, CB 78 :Q W 10" WA TER 10" WA T R 71 - CHANGE TO TYPE 2 REPLACE OR111E�IUY MI ICN�. 300 �' ,`t o E a I °' 300 14 CON SHALL T AT L SAINCUT AND CUPA 285 fl � � 28s .. Z90... .. .. ... ..... ........... .. .. ..... ' .©... + .. O :.. . CB 7 .. ......... :z . ...� ................... ........... :..................... .............................. CON TO CH . NGE -DEEPS I �� o : 6' G A S ;� y W CEMENT CONCRETE VETtTICAL Cl�RB AND REPLACE SIDEWALK IN KIND. 4 •rte W � a W �i 1 I : 6 " GAS " - Q �, 15 C�ONTRAICTM SHALL PROTECT EWTI NG HYDRANT, SIGN, WALL. FENCE. 32 :LF - 12 : S PI - R C : :S =0.005 :EXISTING GROUND N D AD /OR OURIs T101N. 298 ELEVATION o 288 ...... . ... • . .. ................. ..................... . ..... .�... . o VACANT. ................... W .... :... i......:... AISED .. 12 : _ 24 "IE : �, rJ : T , \ ,�\ \� % \� ,�`\ \ \�\� 1© CONTRACTOR SHALL REMOVE, PROTECT. AND REINSTALL E)OS71NG FENCE. / %, / _ 18 CON SHALL AID w sIDEWALK. 290 W `r \ \� \\ ,` \�\ \�� \ / /\ / /� //� /� I Z00 PAVEMMINT, AND/OR CURB. :............. .................:... �,� /.,raj. \�!�\ / :\ \ !\ . / ,,�,� ...... ..........:...................: :..................:...................:.............. .....:........................ :............. ............................. .... 19 CONTRACTOR SHALL FURNISH AND INSTALL CEMENT TRANSITION O \�. : : : : M PIPE S= SEC �'iH CEMENT CURB END SE. SEE DETAIL SHEET :83 L.F. - 24 CPEP STOR 10 27. CB 72 CHANGE 11 •�• \\ : N INVERT - SEE: BELOW 170 L.F. - 24' CPEP STORM PIPE 5 =0.0 IpON SHALL REMOVE. PROTECT, AND RELOCATE SlCwhl. 288: 40 ' : 28s Q; ......... i s ............ :........ ........................................:.............. .........................:..... . .............:.............. ............................... :.............. 21 CON SHALL FIRM A1D INSTALL PLASTIC STOP BAR AID /OR II - o - _- O __ -- _ ® SHALL AND INSTALL CURB RAMP 'ALTERNAV PER Fame 0; 0 _ OON CROSSWAIX �'■' CITY OF RENTOIN STANDARD PLAN NCI. OW I SS LOy11ERED _ BELOW BELOW 3OM WE R :......2..W ZSO M E X ...... . ®CON HALL FlU�SH AD STALL 4'NC S CPACID OEM . .... ... . ... ... ....:...................: ...................1.......... ... .... ............... RELCY3TO .. :.. .......... ..............: ...... ... LOM aTO : .W : ..... ..:. .. .:.. BA MULCH. z - -�5 24 LF - 24" CPEP STORM PIPE S =0.089 42 LF - 24" : CPEP STORM PIPE S =0.10 .. - 19 CON SHALL AND INSTALL ASPHALT .: 40 LF 24 " CPEP STORM PIPES _ 0.005 SEC CEMENT 1FL, CM END SECIMM ,278 _ 30 LF - 24" CPEP STORM PIPE S =0.00 7 ®� SHALL SAlINTARY �E SEMR TO TRIJI�NC ............... i i. :.................. , ...................................................... .....:.................:....... .... : , .......... .... ................:.............. PER CITY SPEMICAIMM " I EXISTING c ROUND 2 LF - 24 CPEP STORM PIPE S =D.*" 0.015 T T ®II DIVE BANITARY UK ��R MMHOILE OF TH S TREE N.E FMNSf�D GRADE ®LIOCA110N OF OO�C1MIa DRANK APPROD�ATE. OCBITRA+CTOIt MILL POTFIM FLOUM 270 00 T �'' 270 TO VaPY LIOCA11011i. ........................:.... .............. ...... ....................... ........... ..... ............................... U) ooll iq if00 17*00 10f00 1 !*00 9DOt00 AS-GMT S11RVEY iTAEO SY x � p p % I'� �i w � i J. �rE" �. 33147 e"UMT11M ON CESioN PLAW gill ON am It W V) W 3 0 W it Z rl a �✓ W 3 _ NZ V 4 NZ 1p NZ C4 C4 NZ N C4 N�' �NHr ry N =� NM- NZ NN FWCm menu W . f ► r U W 10 10 aW I I I h 11 W aW iA 1 1 SN �'r011 W. PMM so for n_ ighwi W �! r C4 00 C,4 N � N n h C4 A p go 0 c 1� N N # C 2 + h+ + + h 4 n " - v� r - r r 00 ao vj • I'�1 ad _j =� W3 , I- �����c� p� WZW Z� W N �� W N N Z�. W N `_ LAJ �� N n u n Z n n n TM INCHES AT FULL SCALE. �x 1,_ w W W H r v� vi 4i vi C.i ki vs vi vi vi ��'; � W w w W W IF NOT, SCALE 4 -MR .1--Y 0 Ilf ROLL 7 FR 283 J W Zx 49 0 W 3 8 4c w I= 3c IN i ft o � U C9 Z Y Z SHEET: 7 OF: 32 ,109 NO.: 00716 DWG: PLANS .-i F� 0 x w N X 0 M 1 V O a Cana a Q o O N 1 1 0 1 N M LL. 1C Q p 0 Z (,m 0 Vf m i= Uv)Q A G V Z ©Q=jN 5 0 m V) N Z ON `� 0 W cc 5 VWjw� n U cr O cr QJ� 4Y$ I- T_% F•- i- Z U O .= N IM Z W Zx 49 0 W 3 8 4c w I= 3c IN i ft o � U C9 Z Y Z SHEET: 7 OF: 32 ,109 NO.: 00716 DWG: PLANS .-i F� 0 x w N X 0 M 1 V N sste °aIz aN O N N Yl s A G s }a � oM IF s . 4Y$ W Zx 49 0 W 3 8 4c w I= 3c IN i ft o � U C9 Z Y Z SHEET: 7 OF: 32 ,109 NO.: 00716 DWG: PLANS .-i F� 0 x w N X 0 M 1 V WF- W Oai W_ O N H � W 2 aq r J 1 cx r u s C SE CORNDER OF NE 7TH ST do FERNDALE CT POINT OFFSET ELEV. DESCRIPTION 00 0 (FOC) q' V- OWtO � BEGIN N R= 20.00 PC 20 +06.32 36.00' RT 293.70 0 = 90' 00'00" 1/2 A 20 +12.18 21.86' RT 293.76 L= 31.42 PT 20+26.32 16.00' RT 293.82 CENTER: END 46.39' RT 295.96 20 +26.32, 36.00' R POINT OFFSET ELEV. DESCRIPTION 00 0 (FOC) q' V- OWtO � BEGIN N R= 25.00 PC 22 +71.13 16.00' RT 295.34 A= 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 in n�a FC4 �04 V t n ID 8 N F- N W Z 5�0,_ CB NQ. 68 : CB CVO. 66 w I –62 CB -63 6 „GAS 12"IM TOP EL 72.48 300 : �, 290 . 290 : 1' a 290 - 300 ........... ...................... :...... �... ..... .. -- ...... ..... ............:...................:....--------------.. ...................:........... .. .... ..- . ....:......... .......:...................:...................:................ ...:........_..........:- - -��.1 4i,,..:... ........ :.... ............:................ wileZ (}� 1 1 2” 1NA T R LLJ F 1 C,�� 11 I;? 32 LF – 12" CPEP STORM PIPE 32 LF = 12 CPEP STORM PIPE S =� 0.0126 `— 33 LF – 12" CPEP STORM PIPE : Y ` : S=D-08Q O.Q'116 �_, 295 : S= �$a,0.0482 7,.7,.,7 - ;�;T :; 17 V/ ; ��; ��i /� �� /���% i �\ \l.\ \� 295 �� i r� i SS RAISED = : SS RAISED = SS RAISED : : ABOVE STORM _ ABOVE STORM ABOVE STORM I : 290: 75 L.F. -- 24" CPEP STORM PIPE S= 0.010 290 ... ........... F..24 CPEP STORM 5= .0010 ........ .... . ........ 0. ... ....................... ....... ; ...... .......... _ ...................... . . ......... 180 L :0 .0 - - - - --- - -- - . � S 285 ,I wE 285 . ....... . ..... .. . ,.. .. . ............. .. . . ............... . ...................................... . �.....I.. �.- ..1.�....F.v�, ....... ...................... ....... ...................... . ; . . . . - . . . I � Ry `_4 MIFF? .45 L.F. – 24" CPEP STORM PIPE 6,7 L.F. – 24 CPEP STORM PIPE S =0.017 280: 280 S =0.02 280 .... ..:.. :.... ..................................:...................:.. .................:....... - -.... ...:--................................ .....:......................... ........... ... ........... :y.................. :.......118 L.f::.j..24" CPEP- -S Pee- S=0.01 ....................... 7 275 270 ... . . .... ...... 265 tWI'j? q �llnflll �C ^ ^ ^ ^ Y it 0 4 Q Q 4 O 00 Ilk Ogg �. �n ; I N 16- We �C4 N� NN N� n N� �DOO NOS W W r W rlz w • N N N N N T,' N• 2 + WWy� 40♦ W W ♦ WW 40♦ ��W 408A �W • .� .� J r x Y! r; ,x; ,r � _J J ZN 1jW3Z ON WW 3Z N WWI N La oat h W&a 2 L� < • V V1 • 264 3 84 � t R t + ` Z � CC 0- N N l l R • N N 20 10' 0 20' 40' BQAQWAY A- SIQBM DRAINAGE NO 0 CONTRACTOR SHPIL 11131IOVE NO WASIEHAUL. El NS W&U. CATCH MA Olt S • ORM • CONTRACTOR SHML CCINIECI'EMIlal WK PIPE TO NEW STM r RM PIPE " FERNW ADAFIER. © CON7RACT0R SHAILL CUT r CONNECT EXISWC S • DRAW PIPE • NEW CATCH BASK © • • ] CONFLICT. CONTRACTOR • • 1 SEPARAIM KIWW1 UTILIMM CONTRACTOR SHALL REMOVE AND WASTEHAUL STORM DRAW PIPE O CONTRACTOR SHALL ABANDON • 1 BASIN OR • PLACE. WATER 8 CONTRACTOR SHALL POIHOLE70 VEIIIFY DEPTH AND LOCATION OF flow! ]' LINE •• NFLICTS 0 THE WTALLAT!ON OF THE CATCH BASIK 7HE WATER LINE SHALL BE R-CLOCA70 PER THE CITY ' x1 • Q CONTRACTOR SHALL REMOYEe • AND RELOCATE a O.. 1� • 1 K WAU.* AND/OR ROCKERY. COORDINATE PROPERTY OVINERL CONTRACTOR SHALL NEAT LJNE SAWCUT 0 MO—I AND(10lt CURB, AND P13KM AND WASTEHAUL CONCRETE CONTRACTOR • «] ] CONCREIE . ]1 CUM AND REPLACE SIDEWALK IN KIND. CONTRACTOR SHALL ADJUST EWS CITY-0084ED MANHOLE, CATCH BASIK VALVE ON . MONUMENT CASE FRAME M GRACE. U71LJTY CIOMP- ANY TO ADJUST w VALVES AND/OR TELEPHONE MANHOLES. CONTRACTOR TO COORDINATL 19 CONTRACTOR SHALL FURNISH AND WSTALL CEMENT CONCRETE - • • ] DETAL SHEETS SAWCUT L) ul 5 11511 WK DRIVEWAY FULL DEP7H AT LOCA71ON M BE MARKED IN FIELD ENISI PAVEMENT AND REPLACE ENRY IN KIND. CONTRACTOR SHAU. NEAT UNE SAWCUT EWS SIDEWALX AND(IOR CURL 1 REMOW AND ] O.O.W.MFEE CONTRACTOR IN) INS ALL CEMENT IE VERTlCX CUM AND REPLACE SIDEWALK IN KIND. ® CONTRACTOR SHALL PROIEcr EXI!STING HYDRANT. SIGN. ] ANDAR DURING • • ►. RUC7ION. 15 CONTRACTOR ',] • • 1 RMWALL MTING FMM WfMACM SHALL REMOVE AM WASTMA& EWING SIDEWALK. PAVEMENT9 1 • CUM 19 CONTRACTOR SHALL AND INSTALL CEMENT CONCI It 7RANS17M SECTION VWTH CEMENT CONCRETE CUM END SECnONS. SEE DETAL SHEET WNTRACM SHALL REMOVE, PR0IECr,, AND RELOCATE DISI SIGN. CITY OF RENTON STANDARD PLAN NO. 0051 CONIRACM SHALL 100111 AND WTALL 4-4NCHES COMPACTED DEPTH BANK MULCH. rr T iii"' SECTION CEMENT 1• ♦ IL CM END . ►. CONTRACTOR SHALL CM14mul SANITARY SIDE SEIIElt 70 DOSING IRUNK PER CITY 11PECIF - V.. F*30OVE SANITAKY WE ] • r� • • Of • ORM AFlPROXWlE. CONTRACTOR WALL POPHOLE • VWV LIWO-WIGN. AS -BUILT AS�I�ILT itlRVEY iTAM'ED BY DEIIINS J. rIE1lCE,'LU 33147 ��` ���s � �� �� ON ?!1� NOTE - P Mss MM For by City. s.. cam. Pkm for Door • c.' .'. � r • �Mt� WN 2 t 0 1 w 20 Two MI(:MES AT FULL. SCALE. IF NOT, SCALE ACCORD09LY 'in; n • .2 8pyJ9 r] w w -� Z zS W Z C) 0 n 33 3 O a ' Y 00 0 FW- q' V- OWtO � N M Y V'f � O 3 m F=- UN> U cr O cn; •moo S LD C%4 CC 0 O a =� }Z W U U U .� C4 M �Z Y O J S U Ir a a w a � O VUf � U 33 3 O a O 000 Q 00 0 FW- q' V- OWtO D -' OO >-Z cn V'f � O m F=- UN> U OO�_jc O cn; •moo S LD C%4 CC 0 O >�WV Of }Z U U U .� C4 M 6 Z - ti on �o oo� K '_ RA (a z I 1�1S <Y� fog, :Z x� SHEET: 8 OF: 32 J08 NO.: 00716 DWG: rLMN • 0 N rzn 0 w 0 rn cn 0 M_" mc I vim.• o m CS 'M 4 20' 10' 0 20' 40' r- EX. C8 TYPE 2 S 7 +06, 24' LT .J I j `v s ?i :I N RIM EL 301.48 to r -J t 1 12"CC E IE= 295.37 ACTIVE C4 CF) f T '`' �i W «, < M ' N M N �,, 12 CC W IE= 293.12 ACTIVE Nfi r- �j+ t1 So CC N IE= 297. n N x� xi ., Y+ I I � -� ♦ W I I I " s 79 ACTM moo cx, I c � c v cx) .1 c.p � Ln ♦ II �c� I ,r, . , �► , N� W .= o N co N -j 6" CC E IE= 293.95 ACTIVE N W u� , ,., n ��. i� + •� W W z d - 6 "CC NW IE= 298.16 Asm Z �i !I ��� - 0 N — — Co F- ? N x, " s% < .a cn Q I (i. N W W H W U .- vi 6 CC E IE= 297.83 A�IND W v i ; ; . ; ; 'n I I� 6" CC S IE= 297.68 ASND ao EX 12" CC STORM U. 0` cr oo � �.- I � 2" ` -. � EX 1 CC STORM KEPT IN SERVICE � = � KEPT IN SERVICE W I � H� o — t 0 , , _ C � �� � ROADWAY do STORM DRAINAGE NO S D NE 7TH STREET 4 4 o W X r --- -- W Q CON SHALL R AID WAVEH UL EwsTING N.ET, CATCH D 12" U, D BASIN, OR STOW DRAIN 00 Cn r i T - _ -, T - -_� - -- _ 11'`�� `� 'fir - r , - - - -. r. T - -, 1 i.— PEE TO Iw11 �1 _ Z SHALL - - -1- 1_ =I T1 -: -1= L_L-L L -- -- - - - - -- r C �. _ - - -- w - ��-- - - - -- ---- - - - - -- - -- -- - T ., � z f 3 CONTRACTOR SHALL CUT IMF 001IIE61 LAM IN WK STIOAIrI DRAIN PEE TO Ou S - _ 6 - 26 +00 _ _ S _ _ _ O CONI RAIC'T101R SHALL INSTALL PF.AMAI NT CONCRETE PLUG IN UPSTREAM O • • CION'TRACTOR 70 USE OE WOW r � 6" s 11 P - - - PAD AS SEPARA110N -- - -- -- - - - _ - \� O 4 a COIN MALL F4301E AIR'! E)OSTNNG STW DRAIN PEE. 12" _1 , r- - -- - i- `r - -� -�___� _T___T__ _T- �_ -- _ T - r -1 �� _ _ -- - _ _ __ Z 7 OON SHALL ABANDON ST�1 CATCH BASIN OR MANHOLE IN PLACE. -1 J - L - 1- -.1 \i__ L _I S_ .� .. - a I B CONVACM SHALL POTHOLE TO VERY DEPTH AID 11=711ON OF o WAITER LNN. F THE WA7011 LAW NTH THE INSTALLATION OF THE CATCH BASIL, THE MITER LNG SHALL K RELOCATED PER THE CITY cn �" O (�O�N SHALL REMOVE, PROTECT, AND REIAN.ATE smsma SE CORNER OF NE 7TH ST & HARRINGTON AVE NE - SEWER MAIN B4OICK WALL ANDAR ROCKERY. COORDINATE 07H ,i 7 POINT N N DESCRIPTION \ [1 (FOC) rvourzm IT UNWA 5- S qpl 1 1 0 1 M�� N cv R= 25.00 PC 27 +02.00 41.00' RT 301.49 N 1/2 0 27 +09.33 23.32' RT N L= 39,27 PT 27 +27.00 16.00' RT 302.82 CENTER: ,� if -, (mil 0 27 +27.00, 41.00' RT Lo H I u') r O , 1 �� n r• 1 cn �x � � r `v ao m ao + CO 00 �p . � cv I o N o ; I �' oC) oo N < qq W ��) 1 i �T O N O J �� r�� w z Z W z .'I ►�� < cn i t m H POINT OFFSET ELEV. DESCRIPTION U (FOC) rvourzm IT UNWA 5- S BEGIN 1 1 0 1 M�� N cv R= 25.00 PC 27 +02.00 41.00' RT 301.49 0 = 89' 59'54" 1/2 0 27 +09.33 23.32' RT 302.15 L= 39,27 PT 27 +27.00 16.00' RT 302.82 CENTER: END .. 0 27 +27.00, 41.00' RT M _� ; N i U cn I U i U -- L.J < Q SHALL FURNISH AND INSTALL CEMENT c•i (n L I U) (1 L U L1.1 cn W (/) U (/) SEE DETAL SHEET'S 24 & 27. : " I : - " 13 SA�1T EXISTING DRIVEWAY FULL DEPTH AT LOCATION 7�0 K LARKED IN CB -58 12 L.F. — 12 X TORM :PIPE S =0.010 — CB NO. 56 44 LiF. 18 CPEP THE FXLD BY T1 w PAVEMENT AND CB NO. :59 I = CPEP = S= - = = STORM PIPE S =0.010 REPLACE DRIVMY IN KIND. 1 14 CONTRACTM SHALL NEAT LIB SAWC UT E)OSTNNG SI1DEWAL K AND OR CURB, 310 - = 310 AND REMOVE ANrD CON TCI ALL �g 300 - , .................... ........... ....... .......... .... ................ ...................... ... . . : - -- ................... ................... .................................. .....:............. .... .. ........ :.......... ......:. ...... .. Q . ..... ................ ...... .......... MAW CURB AND REPLACE SIDEWALK Mr KIND. 1 8'0W TOP EL 300.42 �•� W WATER L 10" 111 TOP EL 2".08 � 15 CON SHALL PROTECT H1r0RANT Sm w CB N0. ; 60 12" w �: �- O ALL, FE?N�:E. c-1 00 305: • �� , �- : - �r I : L�, ��,� 3os a VACANT. ................. ............................... ...... ...... ..... .................. } ... .. ........................................................................_...... ............................... ........... 1. .... ..._...........(-.._......... ............................... �� .� ........- ............................... f `�' 1 CONTRACTW SHALL. PROTECT AND REMTALL EXISTING FENCE. 31 L.F. - 12" DI : , . : p 20 L.F. - 12" CQEP ST S 34.5 _ 12 1 M : - - s -0•�' CON REMOVE A1110 w SIDEWALK. STORM oA T \�` �•F • 1 a SHALL STORM PIPE S =0.015 f A 1 c : T� ,r ' oa P O `� '��. PAVEMENT, AND/Ut CURB. 300 j', , ; \� i,'� i �. � i : RM 300 C19) CON SHALL FURNISH AND INSTALL CE.1r�NT TRANSITION ........... ........ ........... .................. ---- ................... ....... 1� `� \' �� �':�...... _ — .. .............. ............................... .... .............................. .... . _. t� \�\�\\ \ .... ...... ,.f:�0....... .. . ..... .. •�• _ - - - - SECTION NTH CEMENT CONCREIE CURB EIS SEC7101�1'�.�. SEE oETAN. SHEET cl CONTRACTOR SHALL REM4tiE. PROTECT, AND RELOCATE SIGN. F, CPEP STORM PIPE S =0:011 X . 295 186 L. - 2 _ _______ _____ __--- __ _ ---- — : - - -- SS LOWERED 295 O CONTRACTOR SHALL FURNISH AND INSTALL PLASTIC STOP BAR ANDAR :... :... .. :.. - -- ...------- .....................:...................:...................:............. ......:........................ .. ....... a...... s ...... :.............._ 24" CPEP : STORM - PIPE -S- 0:01.7 _- TO! d"' EL 2!8:83 ' . CROSSWALK MARKING& 118 L.F. - - - - - - - RAMP ALTERNATE' PER CON SHALL FURNISH AND INSTALL CURB ' ,. CITY OF RENTON STANDA01D PLAN NQ ON I SS LOWERED F P _ - - L. . — 24 ": — STORM PIPE F-) ,V� (- , A N I 1 A P Y �, F w f F E BELOW STORM 24 CEP TOR 290 I _ - - '; E �: S= 0.030 290 BARK MULCH. AND INSTALL CO�IIPACIEO OEM . SHALL . _ ... ........... ..... ......................... ................. ............................... ....._._-- - - - -�- -- -- ---_._..... T,............... .. ........................ ... :. :...... :........ ........ ................ .......:.... ...............:............... __ . . _ . �. \ ®4 CONTRACTOR SHALL FURN AND INSTALL ASPHALT CONCRETE TRANSITION ., . , , • •• �. , ! � t ` . � � '� , -, 30 L.F. 24" . CPEP STORM PIPE SEC1K'bl " SIT ON GARB EIBi SEC IKINSr Y _)i 'A f- P: S=0.042 �. 285 _ 275 z4+W z 25+00 26+W 0- eq Q Y - 000 •�+ • ,• - N x �p O fz r , c rf 2 40 N N N r� T 8 ♦ W W W W �� rr x� ��� OZN W;wWZ Z 1 •� X 4i 3 at 't a C4 C4 CV z 27+00 2 Y o_j X o° �„X �o �ov:j- %.o _j N 0 f" N N at W N- W W q in < N N .- O� . A. N ■•Z♦ A N�j ' T� �Z� NW + �WW •�N JW —W ♦ W n r W am 39 Z WW ;Z OZN WN3 ZN WWZ c�iE2 taa qt q* s� acC4N ,� 1 c s H occur �im C4 ROLL 1 97 AID — — — 28440 AS�UILT SIlRVEY sTAMrED � OENMS J.'IEItCE, PL!/ 33147 ON 2/14402 01IawK ON 1=1oN KwN FR 20 5 NOTE - Ph.o II. Room 111 . For ily by City. up 0" Sdft* maul up 16irm seem o >r e. 1111"a man IF 0 1" 2" TWO INCHES AT FULL SCALE. IF NOT, SCALE ACCORDINGLY I w o� UJ Z � �i a �.. z q, W Z o Ur woo Z = J Z Z x3 0 o� O N 0 (. U to rvourzm IT UNWA 5- S 1 1 0 1 M�� N cv < D O 10 O SHALL NEAT LB SAwCJT A� 0R ate. AND REMOVE AND WAVEHAL CONIRACTOOt TO INS ALL � I I =N :N cit `) m = ~- C.) is (n U m :r Z - .. 0 SIT ROLLED CURB AND IN Imo. 7 I u') r O CONTRACTOR SHALL CATCH BASIC S 1 cn C7 L,.1 N 4 rr + K) II CD N + VALVE BOX, , CASE FRAME 70 GRADE. UTN.ITY COMP 000 U cv I o N o ; I �' v Q N ANY TO ADJUST GAS VALVES AND/bR TE1�101E MANHOLES. CONTRACTOR - U� z Z a f- < U) f. cn w II z CL TO TE. M _� ; N i U cn I U i U -- L.J < Q SHALL FURNISH AND INSTALL CEMENT c•i (n L I U) (1 L U L1.1 cn W (/) U (/) SEE DETAL SHEET'S 24 & 27. : " I : - " 13 SA�1T EXISTING DRIVEWAY FULL DEPTH AT LOCATION 7�0 K LARKED IN CB -58 12 L.F. — 12 X TORM :PIPE S =0.010 — CB NO. 56 44 LiF. 18 CPEP THE FXLD BY T1 w PAVEMENT AND CB NO. :59 I = CPEP = S= - = = STORM PIPE S =0.010 REPLACE DRIVMY IN KIND. 1 14 CONTRACTM SHALL NEAT LIB SAWC UT E)OSTNNG SI1DEWAL K AND OR CURB, 310 - = 310 AND REMOVE ANrD CON TCI ALL �g 300 - , .................... ........... ....... .......... .... ................ ...................... ... . . : - -- ................... ................... .................................. .....:............. .... .. ........ :.......... ......:. ...... .. Q . ..... ................ ...... .......... MAW CURB AND REPLACE SIDEWALK Mr KIND. 1 8'0W TOP EL 300.42 �•� W WATER L 10" 111 TOP EL 2".08 � 15 CON SHALL PROTECT H1r0RANT Sm w CB N0. ; 60 12" w �: �- O ALL, FE?N�:E. c-1 00 305: • �� , �- : - �r I : L�, ��,� 3os a VACANT. ................. ............................... ...... ...... ..... .................. } ... .. ........................................................................_...... ............................... ........... 1. .... ..._...........(-.._......... ............................... �� .� ........- ............................... f `�' 1 CONTRACTW SHALL. PROTECT AND REMTALL EXISTING FENCE. 31 L.F. - 12" DI : , . : p 20 L.F. - 12" CQEP ST S 34.5 _ 12 1 M : - - s -0•�' CON REMOVE A1110 w SIDEWALK. STORM oA T \�` �•F • 1 a SHALL STORM PIPE S =0.015 f A 1 c : T� ,r ' oa P O `� '��. PAVEMENT, AND/Ut CURB. 300 j', , ; \� i,'� i �. � i : RM 300 C19) CON SHALL FURNISH AND INSTALL CE.1r�NT TRANSITION ........... ........ ........... .................. ---- ................... ....... 1� `� \' �� �':�...... _ — .. .............. ............................... .... .............................. .... . _. t� \�\�\\ \ .... ...... ,.f:�0....... .. . ..... .. •�• _ - - - - SECTION NTH CEMENT CONCREIE CURB EIS SEC7101�1'�.�. SEE oETAN. SHEET cl CONTRACTOR SHALL REM4tiE. PROTECT, AND RELOCATE SIGN. F, CPEP STORM PIPE S =0:011 X . 295 186 L. - 2 _ _______ _____ __--- __ _ ---- — : - - -- SS LOWERED 295 O CONTRACTOR SHALL FURNISH AND INSTALL PLASTIC STOP BAR ANDAR :... :... .. :.. - -- ...------- .....................:...................:...................:............. ......:........................ .. ....... a...... s ...... :.............._ 24" CPEP : STORM - PIPE -S- 0:01.7 _- TO! d"' EL 2!8:83 ' . CROSSWALK MARKING& 118 L.F. - - - - - - - RAMP ALTERNATE' PER CON SHALL FURNISH AND INSTALL CURB ' ,. CITY OF RENTON STANDA01D PLAN NQ ON I SS LOWERED F P _ - - L. . — 24 ": — STORM PIPE F-) ,V� (- , A N I 1 A P Y �, F w f F E BELOW STORM 24 CEP TOR 290 I _ - - '; E �: S= 0.030 290 BARK MULCH. AND INSTALL CO�IIPACIEO OEM . SHALL . _ ... ........... ..... ......................... ................. ............................... ....._._-- - - - -�- -- -- ---_._..... T,............... .. ........................ ... :. :...... :........ ........ ................ .......:.... ...............:............... __ . . _ . �. \ ®4 CONTRACTOR SHALL FURN AND INSTALL ASPHALT CONCRETE TRANSITION ., . , , • •• �. , ! � t ` . � � '� , -, 30 L.F. 24" . CPEP STORM PIPE SEC1K'bl " SIT ON GARB EIBi SEC IKINSr Y _)i 'A f- P: S=0.042 �. 285 _ 275 z4+W z 25+00 26+W 0- eq Q Y - 000 •�+ • ,• - N x �p O fz r , c rf 2 40 N N N r� T 8 ♦ W W W W �� rr x� ��� OZN W;wWZ Z 1 •� X 4i 3 at 't a C4 C4 CV z 27+00 2 Y o_j X o° �„X �o �ov:j- %.o _j N 0 f" N N at W N- W W q in < N N .- O� . A. N ■•Z♦ A N�j ' T� �Z� NW + �WW •�N JW —W ♦ W n r W am 39 Z WW ;Z OZN WN3 ZN WWZ c�iE2 taa qt q* s� acC4N ,� 1 c s H occur �im C4 ROLL 1 97 AID — — — 28440 AS�UILT SIlRVEY sTAMrED � OENMS J.'IEItCE, PL!/ 33147 ON 2/14402 01IawK ON 1=1oN KwN FR 20 5 NOTE - Ph.o II. Room 111 . For ily by City. up 0" Sdft* maul up 16irm seem o >r e. 1111"a man IF 0 1" 2" TWO INCHES AT FULL SCALE. IF NOT, SCALE ACCORDINGLY I w o� UJ Z � �i a �.. z q, W Z o Ur woo Z = J Z Z x3 0 o� O N 0 (. oQ in S 1 1 0 1 M�� N cv < D m 3 � ZWOO (n > 0 =N :N cit `) m = ~- C.) is (n U ' Z 0 01 -J � 0 m Vf cn W Z d-�O 0 NQZ 0 W Cr D � ~HZ 13 J 000 U U � NM Z < U cc I CL U 0000 0 (. oQ o OQ0 S 1 1 0 1 M�� N �, N < D 0 � 1►- � O ZWOO (n > 0 Vf cit `) m = ~- C.) is (n U ' Z 0 01 -J � 0 m Vf cn W Z d-�O 0 NQZ 0 > VDU Cr D ~HZ 13 000 U NM Z F lei EF$ lips W Z o . N Z z > W Y. OC � W0 o �z � �< Y W Z SHEET: 9 OF: 32 J08 NO.: 00716 owc: tort► z 0 T i rr u k�J N c o ;r. N X o U boj is ROLL 1'9;.7 FR 286 I I wig _z a x. z W �g C� J V V) w3i Z 1N0 31: o�n 0 a W Z � �W Y 040 ' * °0 o 1 — O }N Z g cnwI.- m�� 20' 10, 0 20' 40' FF �T O (A CO O W } Oa0 cr S W v 5 O � � i � •• w O W Q Q CL o v a o (A it c,i c w� — �6 U) 4, ;� 1 �► .- N n LAJ a 4. w ry cn + M N w W N ; LA: X "� S M . << i v, WATER MAC N � 1 W r Vf N �n + II W — \ RELOCATED 1 ..•- � � C4 z -a w cn EX 12" CC STORM \ KEPT IN SERVICE �• W » WATER EX 12 CC STORM MAIN KEPT IN SERVICE RELOCATED - ..-f _ to 6 _ - -�� 4r ROADWAY do STORM DRAINAGE NOTES - -- �' -' �' � T L W - 3 00 1 ± 2„ PVC 4 _ '�.._� - - O CON � AID �. CATCH W D _ L_ 1 _ - 4 G BASK ON STOW DRAIN ECT PIPE TO NEW STORM E T i - - 4 -. ` I rP -'"' DRANK PEE �1H FENlN00 + l 1 - - - - i �1V I 8 - - 30 , 1 G _ _ -- 17" PVC 1 -- 6 `- G f �_ SS 310+!2 _ �- _ a ---- 1 SEVrER MA11 a L-Fib IMKf STOW DRAM! PIPE To O SWILL CUT AND NEW CATCH BASK <j> CWTRACM SHALL INSTALL wom CONCRETE PLW IN UPSTREAM "+140 0 1 1 END OF' STORM 0FVM PEE. • ss 28+84 0 1 6" -- G -- Ss 1 G _ s r 1 F' _ __ - - 20+8 - 1 -�" _ �. l ��, _.__ �� \ ISi SSMN � �D 1 ' S T + 36 , 16' �� i � .i, 5 CAUlI01� PO7EINTIAL U7NJ7Y CONFLICT. TOR TO USE PAD AS S'SPARA110N U7Lrnm 28+98 __ -_ -- --- _- .__- -- - ___ r RIM F � ,. �G F O CONTRACTOR MALL REMOVE AM WASIE HNX E)OS1NrG STORM DRAIN PIPE. D 1 w - 5.86 - 8" W `% S P V . 7 C000RACM SHAH. AUMM STORM CATCH BASIN OR MANHOLE IN PLACE. I � �r 7 4 ` \, ` - 316.04 1 CONTRACTOR SHALL P01 HOLE TO VERWY DEPTH AND LOCATION OF 13 4 13 ss 4 1 WINTER LINE F THE W470 UNE CONFLICTS Wli'1 TIE INSTALLATION OF 13 n w � v c� $� O O /• 1 � REMOVED E ST. SAN. SEWER MANHOLE. 1 CTED1 2" SAN. SEWER LINE TO CONNE 716 CATCH BASIN. 716 WATER LINE SHALL BE RELMA70 PER 7HE CITY 7ION�".s. V r 15 18 r) 15 15 �- � c-) « Z - - 00 �- G �[ z W .i 4 -j < b N O '� "� 1 .. m MANHOLE AT STA. 31 + 37, 1 RT 1 1 SAN. SEWER TH 12 PVC' COUPLINGS, PVC <j> CAN SHALT- REMOIVE. PROTECT. ANA RmocAw Ews BLOCK WALL., A1�/OR lE �7H I' 1 Q �' � z o 00 "? ► `► °� cN I I i° rn �► V ;� J z .N 3 v �' 0 W j �m r- - BOOT. PIPE. ANO KO -N-SEAL NEW CHANNEL INSTALLED IN EXIST. MANHOLE. rmwvmry 0 _ W t NJ I - ;6 (D W � r. T-.- �r) � Z Z z W O ? 1 Iii CONTRACTOR SHALL HEAT L! SAWGIJT DOS SIDEVA NX AID/0R CURB, Atli REMOVE NO TO INSTALL gg� 1 �j► � + _ N oC z + I I rn cn rnN (D 0 O ♦ m 0 Im W �0U. M O 1 z CEMENT NT ROLLS CM AM IN 1M. g O Z °t`° z �, ► ►► n �-- a = m Q �- 11 CON MAL). ADXST CITY - VINED CATCH BASIN, �\ 0° H z U ,� VALVE ON T. CASE FRAM 7�0 GRADE. U71JTY COMP- 0 v" W �._, `1J � - _ ANY TO AD W GAS VALVES AM/bR TELEPHONE MAAN UM CONTRACTOR TO COORDINATE. Q CONTRACTOR SHALL FURNISH ANA INSTALL CEMENT CONCRETE APPROACH. SEE DETAIL SHEEN'S 24 St 27. CB N0. 4 q - 32 L.F. - 12" STORM PIPE - 6 G S 32 L.F.:- 12" 5M1?M P1PP� - _- = .27s Q SAWCUT �Y FULL DEPTH AT LOCATION TO BE MARKED IN CB NO. 52: CPEP m . )0.023 -- �-- -- - •,1, --: �- - , •, • THE FIELD BY 1FE DOS'TNNG PAVEMENT A1� 330 320 - [ F F L• E C T 12" (; P E� P F' I P 330 A R134 AM DRIVEWAY IN KIND. ........... :.................... .. .............. ............ ........:.................. :... _ .......... .� .-�- ,.., -��- \..,�� -�, .,- ; c . . 0 ..N i P F ... :..� ........................... ............................... ....... p r. .... 2 �, u rJ U L P GAS i F [� E E D F- U ...................... CF3 48 14 SHALL WAT LMT SAWCUT AND OR CURB, AM RED A11� CON TCI ALL fJI>� R (�A �, IF / - ) :CI�ANGE �J iE ^^ ,.. - GEMNT CURB AND . _0 ,, - ` (�� r . N (� F �� i F. - ! C� I it : ,- J��- ��; \ \��� ` \` /, ��, , 32S 1 S CON SHALL PR07ECT HYDRANT. SIGN. MIIALl. FENCE, O 325 ... .... ... ........ 31 O ..... . -.- ................ : - ....... f�A {E P .: ............................................................../`\ -- - - -- : - xI, TING, ,F?0u1JC� : : .� : I ,� >\,��, .�: ; ���,\.\. i .................. .................... ................. / . << T��' \x ��'' g: ANO DURING 16 VACANT. �. I F VA t I O1,J ,• 24 CPEP ST DP�A RIPE S_0 • 1� 7 CON SHALL REMOVE, PROTECT. AND REINSTALL EWIING FENCE. 320 - r� ' T %�li` � /i �� � � �/ � \ / 4 320 18 CON SHALL REMOVE AND W SIDEWALK. O ... .... ..........:................ .......................:. . . .. .. :...................:.. .................:............. :tit: ��. ' \�2���..�...... '� /77 :_... ............................... P 5 0,041 PIPE ............ :............... PAIIEMNNT. AND/OR CURB. CPEP ST �v CON7RAC= SIfiiALI FURNISH AND INSTALL 7NT CONCRETE 'iRANSIlION \ 76 F SEC" CEMENT CJJRB ED SEC DETAIL. SHEET 315 ............. ... = ..; ................... ............................... ,... . -`�' ,. ,:< .. �� ,��/ ............ S=0-041 p� E ...................... ...... E'p �TDR1� a: - - - - ._... -- - 31 S CON SHALL REMOVE. PROTECT. AND RELOCATE EXIS SM. » 05 1- _ 24 �; � -;� 4 -- �„ F, <, � N41 AR 0 12" AT CL OF ORM O CON SHALL FURNISH AM INSTALL PLASIIC STOP BAR AND/OR I INN 0 _ SS RE TOP EL 17.10: I ® CON7RACTOR SHALL FURM.SFI AND INSTALL CURB RAID 'ALIERINI PER 310 _ _ r EL 31 .41 310 CITY OF RI NTON STANDARD PLAN NQ ON I _. ........ .............. ......... ............---- P APE 5 -0• ........ : ............ ..••-- .............._ . ....... _ __.. ................ -� ss LOITERED .......... .......................... ............ ..... .. .......... ... ................................ ............................................... ................ .. ® CON7RACTOR SHALL FtIRNIS 1 AND INSTALL IIII.0 E"S COMPACM U77H V-.TOP EL 311. BMIC 1. 24 �'•F ' SIQrRM C EP - LOM1E r TOP EL 0.67 : : : BALL FURMSFI AND INSTALL IISPNALT WIWI SEC" �1H CEMENT am END MIMM 30° 2p8 0 :........ r: t. �.. ........ . .. . .......... Q :........... :....... :....... .........;...:................. :............... :....... ..........- .:.................. .......... .....:............... :........ ..... .................. ...._........- ......- �. �: . .......... ® CONTRACTOR SHALL CONNECT SAMTARY WE ��'R TO 005'IIIG 1RL�MC - : =i LO�YEIlED: 0" TOP E4.38i�42 L I r< r T a i t � , , . r, T �� Pot CITY ®I�M0�1IE SAM MY soE EN 300 0 SS L •" TOP 3ft,51 .......................... ............................ ............... - FLrO JNE MIGHT ........ -.... ........ ........................ ..................... 300 ........ ®L�OCAl101�1 ar E)IS10 DRAIN AP "ONI NAIL 00111 TRACTOR MALL POTHOLE TO 14my Li m7m Lommmo i" TOP 3M.7i off c3 ID �► a y: 295 29s AS- i�11L.T SURVEY STAMPED BY 2 I+W 31 Z ' +W 4 4 UY DENNIi 1 PIERCE, PLrSR 33147 s�o1ATURU ON 062101 PLI ON 214 rm- ..,. N� N Plus R+N�a�wn, N� sp fty Semi* � � � N W 3! W p O W 3= Z N FOi Ca ft by CRY. sp Boom W N N W N N C4 \, Ldki V) SM Comer. PI�Ir�s maim n mp for -_lghld o� �+ N ; , 1�(7/+ Z + N �; 'r; a 1w 0 20 v, 0 N o J �' W 'i Q c; • W r- (f at n N W 9 v N L; 0&7 j 0 z ~ � v� N N � �� •' .r ,. z � �V1WW A N A z �F�.. V�V1�� N N N - TWO INCHES AT FULL SCALE. IF Not SCALE Y ' ACCOROINN'�L ,Two � ROLL 1'9;.7 FR 286 I I wig _z a x. z W �g C� J V V) w3i Z 1N0 31: o�n V 000 0 a W Z � �W Y 040 ' * °0 o 1 — O }N Z g cnwI.- m�� i �T O (A CO O W } Oa0 cr S W v 5 O � r m z x � •• w O W Q Q CL o v a o (A V 000 0 a W Z � �W a 040 ' * °0 o 1 — O }N Z g cnwI.- m�� O -� w ~ D m O (A CO O W } Oa0 cr S W p U W OD z O � r m z x U U z N jjjii o° m a N wgx `LS 4 a 0 A .` ION VI T ac �i =z o W Z � �W an 32 W3 L g 0 z O � x W SHEET: 10 OF: 32 J09 NO.: 00716 DWG: PLANS • J C z �o rn C 1 ..� 14 -< C4 N � � 1 'O o rn m z 14 i r, I q ROLL1�97 FR 287 vo vu , i rN it ; S 7 I c ui z a� g La �i C.� _j WW� at obN F U 03 U c r 0 0 0. N 0 7 7 � Y - 0 } ,� >o 20' 109 0 20' 40' -J O U ►- � O — (n 0 z 0 • � a � oaz Fn pO� � - 0 D o D U U 99ir Ki W W W �v csi N qp J U OC . � I C, �' , �, �11J r . f� N� �! N h h f - W � �.i � N �4 ]�. � j N W "�R (A 0 U < �� � � in + N II N N N W CUN I f� n,_. 1 UI� f �J .� �f �_: AU I I; -�i� �� z W (/� r W W W O M — i)UPING f X(. A V A 11UN C)Vf R �W W3(A z WAItP MAIN �_ t Vf�� 0 - - - `W� - ► N N N V) � r- r- 0RM T' F.X12~CC9 OPT D � w� r N $ I 1 N� CC R�.'�R -- Sr m �- __ _ _ - - �---� , SAN � --- --- - ROADWAY do STORM DRAINAGE NOTES _ 35 +00 ." �I,I-- � W a , 2 - . - ---- - - • • �, CONTRACTOR SHALL 1130K AID WAS EHUM IL 00S T110 W&U. CATCH MIA A himLA~ A" BASK Oft S DRAIN = r __ . > - - .- - l,, 34 _ _ - ;Op a1 J OZ SHALL PEE T+0 � STORM � O S 33. 00 - - _ _ ___. � _ -- G -- - _- _ 1 1 FED NCO O CUT AND STORM DRAIN PIPE TO N t •�, .__. _ r -- - l - -'= - -- - G --�- 7 `► NEW CATCH BASIN. O SHALL INSTALL PLUG IN cq _ t ^ c :� 1 S _ ��, -G -- - - -- 6" �- - f - s 15 4 #3029 1p END S10RN�I DRAIN ■ SS 32+08 SS 32 +34 4 _- - -- `33402 __ ._.-- �a s - -- - r-- 0 s 1 �1a LOWERED S CAUT10Nk POTEINTI/IL UTILITY CON TO USE _ .- C; - - . -.._ _ � _ ' __ 4 i BELOW ST D p _ i _ ,, ` - 1 , �� ,�, o PAD AS SEPARA110N W - - � - - - �-°-' � �` ss `�, z h v. �• b �' '� X11 S SHALL REMOVE AND WASIEHAUL EXISTING STORM DRAMA PIPE. 7 MALL S10RM CATCH BASIN OR IN PLACE O � "�+� O �,a -° QED ss p>tN s� �% ® SHALL Pb� 70 vERFY DEPTH AND LOCATloN OF EMSTING WATER IIRE. F THE WATER LINE NTH TIE INSTALLATION OF r _ � ) y' 13 1 S 7 13 L , t { \ `, N ,r; 1itE �' TFE CATCH BASH. THE WATER LINE SMALL K RELOCATED PER THE C17Y SPIECFICATKM � `l- w� POO # �O gS SS rs = - (9j) CON SHALL PROTECT AM RELOCATE ��/-� -�,/-� W W W \ �� �' p Aa41 °i M,,� ! gT to . ( V 00 co w 00 �' BLOCK WALL. AND/OR ORDINATE VATH o F- $s $� f0• , - ? � s S1 c co r- in r .- O! h ;iOo 3 'd' + N � r- �t + w _ c0 , �> n t � In v) 4 cn + w w � N r7 co �t + 10 SHALL NEAT LME SAWCUT AND CURB,. AM FlENN M AM TO RG , N N r� it rrl r`7 0 M J •� 0 M 'd' 0 M n �7 ��) �, r, M - LAJ �) ►� t17 d M � � AND �� IN �. S'S fir"' $t �! � �n ,7• � ,-_ �� �� � � m z Q �ii z Q m F" cn I .z cn y � II I f c F - ILJ LiJ 2 �[ 1 � CATCH BA. ADAW 1, cn U to U to I i cn w cn -- U cA VALVE BOD1. CASE FRAIL TO QNW. U7LnY COMP- ANY TO ADJUST GAS VALVES ANDAR TELEPHONE MANHOLES. CONTRACTOR TO COONDI NATE. :43 L.F. - 12» CPEP :STORM PIPE S =�'A t O.Oit33 f x S 1, C6' STA. CB-45 5 1 __ _ - CB -46 - -- CB' 43 LF - CPE PIP 32 12" P STORM = 0.01 E S �1�b1Q 94 1 CONTRACTOR SHALL F�IRNNNM AM INSTALL CEMENT CONCRETE APPROACH. SEE DETAL �1S 24 & 27. wA F f� 2' (CHANGE- -- o : WA 1 R CB 44 13 SAWCUT Fl IS1M 0 DRIVEWAY FULL DEPTH AT LOCATION 70 BE MARKED IN 345 :330 6 GCB I S E X� ST1 N G .330 I : 340 = 345 THE FELL BY THE W EWSMTMIG PAVEMENT AND .............:...................:...................:...................:.......... .........:...................:. .................:.. G �{ `� ............. r... _ _ :........ .. :...... _._............. _._............._.._.......... ............................... YIr 1�. . CB -47 � h _ -_ -- -- __ ��__ CB .. 4.� C: HANG[ i E . ,,......_ CPEP L.F. ....._.... F....__..... L� 14 CON SHALL NEAT LR�E SAwCUT A CURB. 340 ................................. ............................... I _ - 1 -- - -- •, ;. •, -M • --, . 3 DEFLECT 12 CPEP PIPE ....... : ' : UNDER GAS IF NEEDED } • ....... ___1_ _ �............... 32 - 12 _ STORM PIPE S= - - :1 f �-' i 1 ``; , : �� ' Q.190) L1 `t C� A _� - �, �, • .................... ............................... . * \ > �" T \ -mot t �: , J; .� `,'� i <;�'\� �``�'�� / \ 340 AND REMOVE AND CON TO INSULL CEIYENT 00l�GRETE VERTIC& CURB AID REPLACE S�EWAL�C IN KN�ID. 1S CON SHALL PROTECT H1rDRANT. SK�N1. WALL. FENCE. O i -�_ - \���..��*. AND/OR . VACANT. 335 335 1 CON MALL REMOVE, PROTECT. AID REINSTALL FENCE. . . . . . . . . .. . .. . . . . . . . . . . . . .. .. . . . . ... .. . . . .. . . . . . . . .. . . .. . . . .. . ... . .... . . . . ; : . . . . .. . .. _ .. . ........... . ....... ., L.': =/j% 4T -� Y' ,/ � . , . �'"r��. j \� �i�� _ 03� : - \•• /�A../ /. S O. - - - - -- - ...... .. - - -- - - : TAM PIPE CPEP s - - ............................ ' .... 1 a CON SHALL REMOVE AID WASTEMAUL EXISTING S�EW�LL.K. -, \,',\' X' /\ ____- . __— 24 - -�- ` _ - - - p _. PAVEMENT, AND/OR CURB. CON FURNISH AND INSTALL EMIT TRAINS1T10N i 330 _ ; ' % :..................: - '` �� : b : So•o__. PIPE = : -- S$ LOWERED 330 CEMENT Ct= END SECTIONS. SEE DETAIL. SHEET 27. 5 L-F • r 24" P Q �. 6" TiOP EL :at : CON�� SHALL REMOVE. PROTECT. AND RELOCATE �� SM. 0 3, V c O SHALL FURNISH AID INSTALL PLASTIC STOP BAR AND/`OR 0 SS LOITERED I 148 L.F. -- 24w CPEP LA CROSSWALK 32'S STOR PIPE : S =0 •03g 6" TOP EL sa.LawERED..... 328.94 STORM PIPE S =0.024 32" ® SHALL FURNISH AMA INSTALL CURB RAW `ALTERNATE! PER .... , CPEP . ................ 24 :....... ,-- .....:.............. .__.................. ........ ................................................................... EL .........................�.... ..... .............................. _............... CITY OF RENITON STANDARD PLAN NO. 0051 206 L.F • . O - - - : ss LOWERED : 6" TOP EL 326.98 6w TOP 327.90 ' ® CONTRACTOR SHALL FURNISH AM INSTALL 4-INCHES COMPACTED DEPTH r : ° LOWERED 6w TOR EL 3'�4.l6 �► � MULCH. 320 0 �' : : 320 CON ACTOR MALL FURNISH AMD INSTALL ASPHALT CONCRETE TRANSITION ...... .....:............ . ..:...... :..................:.......... _ ..... _ _ :................... :...................:.......... :..................:... :........... :..................:... :..... ............:.................: :.... ...............:............... SDC110N D1FI CENT vLJAB END . W LOWERED 6" TOP EL 322.!6 : l ; , . �' , %', r ;�L � I ;• , ` , � c �. c � , ' I MALL SANITARY WE ��t TO 1R�LNC 3'i S 6": TOP EL 3'11.9!: ss LOWERED 6w TOIL EL 319.62 : �FNSiED GRADE FLIO�INE Illq'IT _ 3'i 5 PER CITY SPEICATION� ®11MO IE SANITARY WE ��lt ...........:.... .. .............................:. :...................:................. :...............:.............. :.................:........... : of lomm1a ® ORIINN APPIIOODIATE» CONITRACM MALL P�iOIHO E r a :q Go / r TO � �lm 0 310 310 Ai -�U�.T SURVEY STAM9ED BY o111000L SIGMTtNM ON DIAN N PEA W 32+00 SOM 30+00 .. ,. ,-. � " - W aiis a °� � � � iZ DENNIS J. P ERCE.'L.0 33147 �qt v-& ONZ/1� N Ww r. N Ww j 1 r; T, N .J J W. _ : n NOTE• PiM�s ILIaWr Nis �` �� main op Fw C:MrIly by CRY. op _ w A � • ~ • J �. Phim w w p�f z W 3 Z O z `jZy N, ' z r Z WZV1 z :Wt* s * r-- c°� v� r N r r �- m �- v &I ♦ n , ar n n �- 1 .. F- 8 0 . •r N ac r r TWO INCHES AT FULL SCALE. IF NOT, SCALE A Y ROLL1�97 FR 287 vo vu , i rN it ; S 7 I c ui z a� g La �i C.� _j WW� at obN F U 03 U c r 0 0 0. N 0 7 7 � Y d. 0 } ,� >o -J O U ►- � O — (n 0 z 0 CD C13 0 � a � oaz Fn pO� � - 0 D o D U U 99ir Ki C z W J U OC a am. L) � i a- 0 (A 0 U < U 00o 0 a a 0 CN 0 a 0 � N O go ta 0 } ,� >o -J O U ►- � O — (n 0 z 0 CD C13 0 � a � oaz Fn pO� WO 5; 0 U W 0 D Y } z 4 x act U U 99ir Ki C z 'd/?, r- -p �'.)C • W z Z o •� W z V Z >w o< o F-3 W � �* O` +it Z 0 O W Z W t- N6 O � 1 O 9 IN _z v� o Y W SHEET: I OF: 32 JOB NO.: 00718 DWG: PLAN9 • m J W m R � N I N 1 N �o oa f 1. , J 1 04 s� 0 O H ta -J O O O � a � pO� 1�1S 4 x act 99ir 'd/?, r- -p �'.)C • W z Z o •� W z V Z >w o< o F-3 W � �* O` +it Z 0 O W Z W t- N6 O � 1 O 9 IN _z v� o Y W SHEET: I OF: 32 JOB NO.: 00718 DWG: PLAN9 • m J W m R � N I N 1 N �o oa f 1. , J 1 §k NE CORNER OF NE 7TH ST & KIRKLAND AVE NE POINT OFFSET ELEV. I DESCRIPTION I < 04 0 (FOC) C" C4 0 go 16.00' LT -A IL Rm 25-00 PC 38+27.24 41.65' LT 349.50 L1= 91 * 2845* 1/2A 38+34.22 23.55' LT 349.88 L= 39-92 PT '-3& 38+52.23 16.00' LT 350.59 CENTER: 23 � a C4 V) X 38+52-23 41.00 EX 12" CC STORM KEPT IN SERVICE �s % 4 rAET/ 121' c HE D w- N OR o, 1 2" 111 fps ELEV. DESCRIPTION < 04 0 9., C" C4 0 go 16.00' LT -A IL R= 700.00 + 13-60' LT >- LD A w 18* 58'17" 1/2 A 40+14.61 N W 00 L= 231-78 0 Z • -J w w (n + CENTER: 23 � a C4 V) 38+99.229 684.00' R� LT Ir iij U) N EX 12" CC STORM KEPT IN SERVICE �s % 4 rAET/ 121' c HE D w- N OR o, 1 2" 111 GAS SERV NE 7TH STREET LEFT POINT I OFFSET ELEV. DESCRIPTION < 04 0 -j C" C4 0 PC 38+99-25 16.00' LT 152A� R= 700.00 to 13-60' LT 347.33 A w 18* 58'17" 1/2 A 40+14.61 6.42, LT 40 L= 231-78 3/4A 40+71.30 5.480 RT 347.33 CENTER: PT 41+27.94 21.45' RT - 347-27 38+99.229 684.00' R� C N (X) t (yj f cp 00 t WJ 6 Ni LA + W (f) a I I w N N r .- / w cn cr I, I I. r W L.1 U) ('r c 0 _ Z QQ 9 O� J n9 GAS SERV NE 7TH STREET LEFT POINT I OFFSET ELEV. DESCRIPTION < 04 0 (FOC) C" C4 0 PC 38+99-25 16.00' LT 152A� R= 700.00 1/4 A 39+57.13 13-60' LT 347.33 A w 18* 58'17" 1/2 A 40+14.61 6.42, LT 347.39 L= 231-78 3/4A 40+71.30 5.480 RT 347.33 CENTER: PT 41+27.94 21.45' RT - 347-27 38+99.229 684.00' R� . , I - - 6 w- -Afi- k , �� 099 C! r77 (f) 4-�T IN SE E V, I -T T T Q) T I 1-z w 39+00 4 5 C.) 3 Ilk s �00 37+00 s 7. "-,NOTE 30 s 6" S'TIP G SS 36+ SS NOT FOUND CB NO. 37 ESTABLISH FROM ELEVATION POINTS STA. + LT GIVEN IN PROFILE #3110 9 Ln \N - - ---- - 6 vc 0 T- T- 20# 101 0 20* 40# 1 1 1 1 1 ROADWAY & STORM DRAINAGE NO <D C0147RACTM SUNLL REMOVE NO WMMVA& 00SWC KU. CATCH SAAK ca Sim DRAIN " Q2 CONTRACTW I El 15 1 t PIPE 70 NEW STORM DRAW PIPE " FEAN•• ADAPMt CONIRACTOlt SMALL CUT AND CONNECTCAMIS 11111 w1w STOW DRAW PIPE 70 NEW CATCH BASK CON7RACTOR SHALL INSTALL T PLUG IN UPSTREAM • No S END f E)IISIVIQ • PIPE CkFWt POIDMAL, UTIM CMFUCT. CONTRACTOR TO USE ÐA�� PAD AS 311PARA71ON .77=714 U11J7EL /'SS 36+18 1 `_ O D 4-L <1 EXISINIMIG STORM CONIRACTW SHALL REMOVE AND WASTEHAIAL DRAIN POPE U-) 0 CONIRACTOR' SMALL S CATCH BASIN Oft IN PLACE 5 0 a C0147RACTM *1011 POIHOIX TO VER" DEPTH AND I.00ATION OF EXISINW1 NOTE: STATION LINE BEGINS DEVIATION 9 n WAIM LINE F THE VAIM LINE CONFUC73 VM 7HE INSIX.I.A71ION OF T � ff�l �co lu FROM RIGHT-OF-WAY CENTERLINE. IM CA" SOAK 71HE WA70 LINE SHOAL BE RELOCATED PER 7HE CITY' rA )10 co z w 1- 4 SPECIF cm 5 w Zj, I � () - u + #3033 i o Zo u w SE CORNER OF NE 7TH ST & KIRKLAND AVE NE _J- 00017RACT011t SHALL REhOWE. PROTECT. AM RELOCATE EXISI J Q J O L� r . / / A Qrw + "I I rw") YZ f r) '04 SAM WALL, ANDJOR 110UMtY. C DRIDINAX 117H SW %.pvn"cn OF If I n a CC lrxr%Lpm,4LJ AVE NE Lk) m r12 z rT1j POINT OFFSET ELEV. DESCRIPTION < 04 0 (FOC) C" C4 0 BEGIN C4 R= 11.50 PC 37+34.84 16.00' RT 347.33 A= 109* 47'06" 1/2 A 37+44.25 20.89' RT 347.39 L= 22.04 PT 37+45.66 31.39' RT 347.33 CENTER: END 37+42.30 - 40.75' RT - 347-27 - 37+34.84, 27.50' RT1 LA CN (N > K) 01 try + + (r) f 1 11 00 rt + 11 00 r�- U) U) < 00 Go r'l -j d z w z 41 / Ln z II <t m > m V) (-) W LLJ U) [Y (J) POINT OFFSET ELEV. DESCRIPTION < 04 0 (FOC) C" C4 0 BEGIN C4 R= 30.00 PC 37+85-65 33.90' RT 348-25 A = 61' 57'52* 1/2 A 37+96.68 22.28' RT 348.65 L= 32.44 PT 38+12.18 18.00' RT 349.18 CENTER: END 38+47.87 18.00' RT 350.18 38+12.13 48.00' R ly I ON T CONTRA /Olt CTOR SHALL NEAT LAW SAWCUT DOS SIDEWAIX AND cura AND REMOVE AND WAS7EHAUL Cal I CONTRACTOR TO INSULL CEMENT CON-1-1 ROL1.ED CUM AND REPLACE SIDE'WALK IN KW. CONTRACTOR SHALL ADAM EX11S7ING1 CITY - 004 MANHOLE. CATCH 111WIkSK VALVE SM T. MONUMBIT CASE FRAME 70 GRADE. UIKJTY COW- ANY 70 ADJUST GAS VALVES AND/Olt TELEPHONE MANHOLES. CONTRACTOR TO C-00111011AX 1 b CONTRACTOlt SHALL FUMISH AND INSTALL aMWIT 0 1 ICIMM APPROACH. SEE DETAIL. SHEE75 24 & 27. C13 NO. 40 CB-41 40 LF - 1 �"V CPEP CB-39 lt(3AS 00 1 SAWCUT EWTING DRIVEWAY FULL DEPTH AT LOCATION 70 BE MARKED IN STORM S=0*�k 0.0635 6 C" 0) C'4 L6 7HE FMD BY THE ENGINEER. WASTEHAtML CA gi *5 111mw PAVEMENT AM Lo L0 REPLACE DRIVEWAY IN KIND. 10" WAIrP 360 360 19 CONTRACTOR SHALL NEAT UK SAWCUT 007M SIDEN AND OR CURBS .............. .... ... ....... . ................ ........ ........ ..... .. .................. ...................... ........... . ....... ...... ........ ............. ... ........... ............. ....... .......... ................... ..... .. 345- 345.... . ..... \ . . ....... .................. ................... ................... .................... AND REMOVE AND WAS7EHAU1L %AxwLM7E. CON11RACT01t TO INS ALL U "s[ vvf P GRADE: WHM CONCRETE VERTICAL. CURB AM REPLACE um IN Kw. CEMEW T I L A �'X FUMINE LE" [J 57 CB-37: CMIRACTM SHALL 07ECT EMING HYDRANT* SM. WAUL, FENCE., GAS SERVICE 12sp 10" WA I [,-P s AND/Olt LANDSCAPING DURING CONSIRUCTION. 710R�f PE s (",Pro- GALV. 5tdN 355 355 24 STOW LCWNERED ........ . ...... ........... ......... .. ... ........ ............ .................... ................. .0.0.57.. ..3.40 ..... ... ............. ................ ... ... .. "4- : ................. ?t ................ ............. ................ ............................... --------- -- ....... ........... VACANT. :n n 1." CB-38 EXISTING STORM DRAIN SHOWN IN -L PROTECTS CONTRACTOR SHALL REMOVE. AND REINSTALL E)GSTING FENCE. PROFILE VIEW IN DESIGNATED AREAS EXIS SIDEWALK, ONLY TO ASSIST CONTRACTOR. ('o CONTRACTOR SHALL REMOVE AND WAS7EHAUL CB-39 ................... ............... 350 AM,*," CUM 350 PA%1b"T .. .......................... ... ........... ............ ...... ...... -tea..... ............... ...... ................... ........ ... .. ....... ......... .. .............,y__ . ... ................................... ... ... ------ r-;-f ..... 49 C0147RACTOR SHALL FURNISH AM INSTALL CEM 7RANS17M I WITH CEMElff CONCRETE CURB END SEcnoms. SEE DETAIL. SHEET CB-42 27. 8"W 0 M7ECT9 005 ING SM. CON7RACTOR SHALL REMM AND RELOCATE 345 345 I A P LOVVERED 0 ...... ... .... ... ....... .............. ...... ... ......... ... .......... ..... ... . .... .......... .. ... .... . .......... ............. ..... ...... ........... ....... ......... . .. ..... ............... .. ........ ........ CONTRACTOR SHALL FURNISH AND INSTALL PLAS11C STOP BM AW/M .......... SS TOP EL 350.75 CROSSWALK NOT ACTIVE "I"I AND INSTALL CUM RAMP *ALMtHA7r PER PLUGGED CON7RACTOR SHALL CITY OF REM" STANDARD PLAN N& 0051 148 LF: 24m CPEP STORM 62 LF 24" CPEP STORM 340 340 S=01.W 0.027 24" SD -0.2f S=O.b@ :0.042 ....... ... ....... ............... . . ........... ... ........................... .......... ... ... .... .......................................... ........ ............ ................... ............. ..... .............. ... ................... ................ 00141RACTOR SHALL AM INST1141 COMP`AC7ED DEPTH 1r4EV*VA BARK MULM L +J .240 CPEP STORM 118 62 LF. LF 24" CPEP STORM 0 0WR SMALL AD INSTALL, ASPHALT WIMPOM L 7RAN97M S=0-039 :0.078 SEC7M ANT C01 CURB EM SEC 11ON& :127 LF 24w CPEP ST"M: 335 S=0.102a 0.0157 335 EXSS MH CON7RACTOR SHALL Cal I M SANITARY SE11EX TO EINS TRUNK ........... ......... .... .... ......... . ...... ........ .... ... . ... .... ...... ...................... ..................... ........... I .... . ........ ...... ... ........ ............................... ............. m aw arzURCAUM ............... ....... .......... : CB-39, TYPE 2 (48w DIA.) DEEPO Ig 1111EMOVE SANITARY WE SEIIER STA. 38+ 38, 1& 16.2' RT 6wSS ASBLT EL = 359rU, M.12 6"SS ASBLTj L 6 SS ASBLT: STA.36+93 I* =A Of E)1IS1INQ DRAIN rwpPMMA7E CONTRACTOR SMALL POIME GRAM 24"E IE= 1 30.51 AT: STORM CL S-TA.36+01 �STA.36+18 FLONLINE OW TO VEpry umim 330 330 AT STORM CL AT STORM CL TOP EL=337-21: 24"W IE= 3 .5 ..:W.dn ..... I ..... : .......... .......... ............................... ..... ...... ..... ..... .................. .......................... ......... ..... ... ........... ................ ................... 12"N fff"3w .'6 . . . . . TOPLL'3.34-34 tOo'tL'=' 3*3'4''.'7''5* ...... 0 OD N1 M C14 CN 41n 325 36+00 37+00 fwvjo a va# a##* q CB-42, TYPE 2 (48w DIA.) EXIST. SSMH STA. 37+10, 1* 14.4' RT STA. 37+43, 3' RT RIM EL = .56 34" RIM EL 348.08 240E IE= 33L38 E IE 339.0 opx. 240W IE= 33LU W IE 339.0 opx. kT.fJ•T• ] �& A� 39+00 CO- 38, TYPE 2 (48 0 DI A.) eQ1-. STA. 38+91, T& 17' LT SOLID LID, MATCH SIDEWALK RIM EL = 2. * 3W93 24"E IE= 3 3 30-78 24wSW IE 4. J(43.)k 332.87 325 40+00 AS4MT SUPNff STAMPED BY ffWffh@&LS A �MW%Z PLC *%,GAT ON 2M4= w ww For Cloftly. by Cky. CB-37, TYPE 2 (480 DI A.) SN C011Mr. PIIIIiiiw STA. 39 +54, IC 120 LT %rn- - RIM EL = -350-.UL 38518 24wNE IE= 3nA 240SW IE= 30A A&br,. as a 'All A W-T - • 4.1 t 0 in 20 1 1 1 6iiiia IF TWO INCHES AT FULL SCALE. OF NOT, SCALE ACCOROMGLY 8 ui z 'j Z z P: !g _j obZ x 4c � o w It U 0 - r-- 0. N 0o CL < 04 0 0 C" C4 0 V) C4 N N Id m> Of LJ (f) >: M M 0 (n 5; 6 LAJ 0 0 > C W Z 6 Ni 0 J cy- w w 3: a. CL (A 0 04 V s ab �s� N%. vid w (a z Z ac if w z z 0 z iz- 8 C3L) 0 z SHEET: 12 OF: 32 JOB NO.: 00716 DWG: PLANIO 9 0 z X 0 QQ 0 0 cn ft cn �N 0 e, 12 CA 0 a_ 0o CL < 04 0 01 LA- 77p V) z 0 m> Of LJ (f) Z 0 M M 0 (n 5; Z LAJ 0 W 00 C0 Ir W Z 6 Ni Z 04 V s ab �s� N%. vid w (a z Z ac if w z z 0 z iz- 8 C3L) 0 z SHEET: 12 OF: 32 JOB NO.: 00716 DWG: PLANIO 9 0 z X 0 QQ 0 0 cn ft cn �N 0 e, 12 CA f'wp • sl -�N q 9 E ROLL 19;7 FR 28.9. w,m 9204 Ck: F N wig • Z C4 W$ 3 A J t V (I i Z x� 0 o a a © °- Q 0 V) 01 LL_ q io 20' 10' 0 20' 40' N N q Ix _ p 3 En a W aroft z 0 m c O c� aZ W w oFE < t;d w O V w za z at ix a I— V I O N J 0 0` a N csi I � r- i 0 cn + .r-- �r) + M + N N N M OD --�. M + M ♦ �_ + F w ci \ i Q V #3204 - RED , SOS s1f gS s, 411. '� ��'��43 �'' gT �► � 0� - _ _ ` 00 �� 4 r 4 -44+ ° o _ - -- • : r r, 12" �..� - \. - `\ - - - • : - - : - - �i • ° '`�-- _... ROADWAY do STORM DRAINAGE NOTES ' 3 � = V O CONTRACTOR MALL REMOVE A1�M'�1 Kul CATCH !!A�'M�. alt S1�OIw1 ORAIIN LAA l �. S ��` w Q2 sum PIPE 70 NEW STOW DRAIN POPE WITH I ERN00 TIP _- -�- -__ - -_ - -:_ _ -- W I 0 "Cl 4 - _ _ -- - __ -- -��� �_____ _ O Si�111LL CUT /11� COI 11 E�OS1MrG ST�1 oRAN�! PIPE T�0 _ 12'1 VC P .� - — -.__ AtiY ENpEp 4 4 MALL MrSTALL T PLUG IN UPSIREAM SOT 4 E� OF 51n11M DRAIN PEE. - W 7 P07E NW4L UILITY` TO USE 1 _ _ _ _ s -- PAD AS �PARA1l�1 �- - _ 1_ y, _ - - - S T.�P - -- _ -.- ., vc 6 SHALL REMOVE AID ST�01�1 ORI1N�1 PM�E. ? SHALL STOW CATCH BASH! OR IN PLACE. w _ a SMALL POTHOLE TO VERIFY DOM AND LOCIA710N of LAW 571111 M& CATER I BE F 7HE WAIN 1 " 71E SWALLA71ON OF Lij y - 7i E CATCH BASIK 7HE W117ER LMT SHALL K RELOCA70 PER 7HE CITY .� Z Q v' ' C3. -. �, �, - _ ,� SPECN1CA710N5. Z N w Cr o `�' g �' SHALL RE11E, PROTECT. AIR) RELOCATE EWSTING NI.� 0C WAU, AND/OR COORDINATE NITH , ,T, t I r> L, I > �• � r I ��� I ' L) rx) oC) Z I 0 - ►� i W cD t0 rn z t� N {L� dj T. � S op �:' PROPER! Y t V CONTRACTOR NEAT LNG SA alT E�A5IN�IG �:wl'VK ANlD cum '10 , ; , - - t r U) 1 r4) -t u7 �) J r') + .� f �\ ✓ �� / /A1�1 REMOVE AND I1LL. KO � � A *4 �. -�lG �n ; ll 1 I .z cn Q v) - `, �_ '' / 11 CWMAcTOR SHALL ADJUST M NS-1 CITY --O**D IIIIIII�IOL.F., CATCH BASIN, VALVE am CASE FRAA� To GRADE. U7�ITY COMP - v, I �i1 X11 y I I l ANY TO W&W GAS VALVES #Mj" TE "HCN E MAIR-IOL,E'S. COON TO COORDM�I X A �•n do n d Q CONTRAC70R SHALL Fl1RNISM AMID MIS'TALLIrT CONCRETE APPROACH. \� SEE DETAL SHEM 24 & 27. Cm �> 13 SAWCUT E10S7MlG DRIVEWAY FULL DEPTH AT LOCA71ON TO K MARKED MI 385 M M >, \,���j�\ /............... 385 7HE FIELD BY 7HE EIOS'1= PAVEMENT AND ............ ........... ................. ..................... ....... ............................... , ...................... , ............................ _ ................................................................................... .............................. - � 62 F PEP STORM: L 24" M : .................. - • - - - ......, .. ` �`h,� . � 1.13 ......24" •CPEP STORM LF �i, S =O.bSk ao36 \� .. ........................ REPLACE ORl11EWAY Nr KIND. 14 CONTRACTOR SHALL NEAT LMT SAWCUT MG 5 r EWAUC AND /OR CURB, : FINISHED GRADE S =O:� 0.067 ���' <- ��� Dub : 'LEFT _ AND REMOVE AIR) To MS ALL CENT CUM AND MI KIND. 380 : : �, ���/ � �� ����� : - <<, ; �;, \ \i a 3$0 1 S SHALL PRo7ECT HYDRANT, SIGN, WALL. FENCE, O :. ---- ----------- - - - - -- ........: ................. ����..................... ............................... ........ ............. VACANT. 375 375 1© CON17RAC'1'OR SHALL REMOVE, PROTECT. ANID OWNSTALL E10S'IMIG FENCE. ................ z Ir41G „f Ou ...................................,.. :r;; ............................... �.;�� ,�� ;� �� ...:... ....... • ................... ,r•r:�� . ..................................................................... ............................... ... ...... .............. • ........... to SHALL AND wASTEHAUL 1 S17ING; SIDE WALK, 143 : LF 24m. CPEP STORM \' o ��� ! 23 LF 24" CPEP. STORM- S =WD2Q 0.026 : _ - - PA11�NT, ANDA R CURB. 1S SHALL AID MISTALL CEI NT 1RANSITIONI Q S 0 b9q 0.077 ,�, \ . - 370 370 SECTION WITH CANT CURB ENO SEC110NS. SEE OETAN. SHEET 27. . ............ .... ... '� :;, ........------ :........ - -.... ........ ;� ����i , ............:.. ... . :...................:....----- •- •--- •-- .................. .•••........................... . ................. .............. ............... ............. ........ :...... - -- .... :............... CON71tACTaR SHALL PROTECT AND RE1=TE EIIS 1ING SIGN. r' 4z O CON7RAiCTOR SHALL FINNISH 04M WTALL PLASTIC STOP 11AR AID /OR 365 143 LF 24 ".CPEP STORM : s =o.b ao77 ,\ = = 365 CROSSWALK SHALL ALL CURB RAMP "WER�NIAV PER &L FURNISH AM NW 7 ► I ................ ...... .............. .__................. 1 ..................... .. ............................... .... -. ........... r ...... ..........:............... CM OF RENT�ON STANDARD PL�w Na DOW 360 ° ° ss LOWERED : 0w: TOP EL 34.01: - I I c t i f .i : � ; : 360 cmmAc7nR SMALL FURNISH AID MISTALL 4-tcm cowAc7ED DEPTH LARK MULCK ® MALL AID MISTALL ASPHALT 7RANsnx N ... . ..... ..... ......... ... ......... .. ...,.. ......... .; ................. ........ ....... ................... _....1..,..'........, ................ ............. ........................................... • � ............... ................. ........ ........ ................. .............. -- ................. ......... - .. ..... ......... t • .............. W � � EIS SECIKM MALL SANITARY �E ��'R 70 7mm Pa CITY lE 1CA710N� 1 r KIIER 355 ...,. .'. �:...:... .p. .. .:.......... :........ :... :..... .......... . r ...................... 355 :.............. L�OCA'11ai of 0"1811, oRAM APPROO�IAIE. WfIRACT�OR SMALL P07NOLE 1 � / TO 350 DAY: GARS Ns cocTEO to � � ,�, ; ,. ' � N 3'di0 rr T sT� BY 40+00 41 +00 42+00 43+00 44 +00 Z _ C 0 J. P�RCE, PLl� 33147 OIgOD1Al fIQNATI�1lEi ON OESION PLANS ON 2M� Si x 8 goo I _ c0 _ = i ii► 8 ;� 8 .• �i R w s - : ) •.•� REC01111ENDED FOR APPROV AL BY Qwv Sd* Mk Dots: 8130/01 . ; 1 N -, W w �' o vs . , , J _' N o Lhi , ' - ", Vf N o W 0 M ' V1 �' W $ IJ� 0; N o .•: ^ PI�IIS BY lioe�ld 91� Dote: WW01 F�• Br; Dote: �1 , iM c01MN". PMM BY Dote: ".�+ N N N N W_ T> ,,, ��, , x, �+ x, �'+ M • ^ N N W,} N N W T, 1 p N rn O N `� NzM F- w w ., ♦ `' ON f Z W W J W3 ri I ♦, �i t �� � w N �, �, ,* � �, • �� J La W _ W— NN W W3 0'�JW� + , 0� W W '� J W x' ; z, "� �♦ W O I 2 � �• ,i ''I �, < t ' • , , .. ,., ,,, „��, I, ao ' �, .,� �, �_. I .� ,, R U • >t * • 't 'r :'� N !V n N o r- t I t it "� N r ',� ,1' z < 1I n W T11M0 NICHES AT FULL SCALE. P NOT, SCREE Y 1. ;�� c°� f'wp • sl -�N q 9 E ROLL 19;7 FR 28.9. w,m 9204 Ck: F N wig • Z C4 W$ 3 A J t V (I i Z x� 0 V o a a © °- Q 0 W� F- 01 LL_ q io = I W N N q Ix _ p 3 En a c� �� z 0 m c O c� aZ W w oFE < t;d w O V w za z at ix a I— V I O J 0 0` a a i 0 cn O V V o a a © °- Q 0 W� F- 01 LL_ q io = I W OZ -J Ix _ p zip is En a 826 w �- c 5 cn z 0 m c O cn aZ W w oFE < t;d w O V O D za z at ix a I— V I (� Z U 6 z W 2 0 SU C3 x� SHEET: 103 OF: 32 JOB NO.: 00716 DWG: PLAN11 m z 0 X m X N �N A T, W J f 1 0 0 = I W 1►'l s -J zip is 826 w s� co oo� dam < t;d za z at W 2 0 SU C3 x� SHEET: 103 OF: 32 JOB NO.: 00716 DWG: PLAN11 m z 0 X m X N �N A T, W J f 1 20' 10' 0 20' 40' ML W ._ 0 J r- ( ) cU M M r- N � h � W rn + W ( ,} .= � � � Of � J cn = M= M� N N N+ ( -) N z �' z W W o ROADWAY & STORM DRAINAGE NOTES W Q W Z ,� =3 Z< cn 1 V) v c~n En °c� v~i cr v v~i LL� ��� r 1 OON MALL REMOVE AND INI ET. CATCH T1 O BA�1. ON STM DRAIN ' A O CON SMALL CONNECI Do h PPE 70 NEW STORM DRAW PrE N J• a � r A i_ a . SHALL CUT AND STORM DRAMA PPE TO 1 _.1.1_._1_- �- _1--- �- ---1- NEW �►T�H ■��. 1 1 4 / —. .—. r • 111 - -- _� _ � -_ ___ - -- l° � _ - --- - - =___ _ -�- --- - � Y _ - - -- 4 �111LL MISTALL T PLUG MI i I - �- O l l 7 G� �. 1 1 1 -_ - -- .�_ _ - - r - - - -- - -- - - p 80 END of ORAIN ��— T WADOWD O ?�0 USE 1f i I ; I i it i I ; ,1. �f_ r F� _ 1 ' 'i� _ _ D 12 " C C 2 S U1LIlY �" tt 1 CC - PAD ASPARA110N x , SD ABANDONED D 4 48 D S 9 0 O SMALL REMOVE AND ST�lRM DRAM PIPE. <. �. _ e 47 +00 - -- - - - -- _ Y. 1 , '�D 0 0-- • 46 +00 - U7 SMALL CATCH BAS! OR IN PLACE ■ S ® CON7RACTOlt SHALL P07HOLE TO VERY DEPTH AND LOCATION OF OOS "1M�IG _ - __- - _ _ __ w- WHIR Lam. F THE WATER L 0TH 7HE MrSTALLAIION OF - ., __ W - -- - - -- - - -_ _ _ _ - THE CATCH BASK THE W1170 LNG SMALL K REL�OCAIED PER 7HE CITY 1 W v J •, - - - 1�N - - - w — - - - -- -- ! 110m I 1 fv 14 CON SHALL REW11E. PR07EC?. AND RO.gCA7E A! I "� W L- - — - -- - -_ - - �i i - - 1-�-- _iL� -- - - - { _ I — _ ■.�OCIC BALL. AI�/bR TE NTH 1 10 C0117RACTOR SHALL NEAT LMT SAWCUT ELOS"i'TMIG SIDEWALK AND CURB. - t x x r x X ---� SURVEY MON. PNT 12 TO x r . a K � ► a � � x _ � K �. _. -:� z x � � __._ --r- -�- � 3 I SU AID MEMO�IE A1� ! 1 cn ! NORTHING: 183854. 1152 (SIT CONCIU'1E BOLTED PAJfIB AND ISEPLAIG'EEWALK ILM�. EASTING: 1308741.299 / I ELEVATION: 392.465 11 CONTRACTOR SHAM ADJUST EIOSIN�IG CITY- 01■��D MAI 01.E. CATCH SASNrI, ; VALVE am CLEANOUTS CASE FRAlME TO QAADE. WILITY COMP- '- �'"� ! •� ANY 70 ADJUST GAS VALVES ANDA R TELEPHONE MAMOLES , CONTRACTOR W 0 i� N TO 7E. ` J W (L • ° SHALL FURNISH AND INSTALL CEMENT CONCRETE APPROACH. 1 m N 0 p ! � rn0 ',,� ♦ � SEE DETAM. 91�ET5 24 Mt 27. 1 N N 0 in CK) ,� _ M I I 1 SAWCUT EXI ►�iG DRP&'%AY FULL DEPTH AT L�OCA71ON TO BE MARKED IN + "� �+,� N N z - rn 7HE FED BY 7F PAVEMENT AND 0-* _ i W m �, + I ( Y IN Imo. t Z Q Z W 3 U� M F- Q _ I 7 4 SHAM NEAT LINE SAWCUT AID CURB, U cn 0 N cr ( AND RE7MOYE AND WASTEHAUL CONCREYE CON17RACTW TO INSUAL CHIT CONCRETE VERTICAL CUM AND REPLAM SDEWALK IN KIND. I � I 15 CONTRACTOR SHALL PROTECT E GSIMIG HYDRANT. SIGN, WALL. FENCE. : AND/Olt LANDSCAPING DURING IRUC VACANT. � + °t 1© CONTRACTOR SHALL REMO'NE. PROTECT. AND REINSTALL E)0511NG FENCE. _ . _ 1. • . . . . 3'85i � o 395 : r �� _ ..- _ - - - - -- , , ............................................................................ ............................... T. 1_ 18 CONTRACTOR SHALL. F43K E AND W m r r/' PAVEMENT, AND/OR CURB. �� SEC71ON 91H CEMENT CURB END SEC71oNs. SEE DETAIL SHEET 390 390 27. .. ... .. .... .. .. ..............._.... .. .. .. _.. _.... ........ ,r _ '. -� •1 •� f•� .� �. .�.. .V . \. �. ��...... ......... ....... ...................... ..... ........................................ ..........__........._..... .......... ........... .. o _ CON SHALL REMOVE, PROTECT AND RELOCATE SIGN. O CON7RAC7OR SHALL FURNISH AMID INSTALL P"S?1C STOP BAR AND /OR CROSSWALK LA I 385 385 ® SHALL FURNISH AND INSTALL CURB RAMP 'ALTERNATE' PER :...................:....... .... ......:........... .. :...................:................._....._...............:.................. .:...................:......... I .:................... :...................:.......... ........:._..................... ................:............... 0 �: CITY OF RENITON STANDARD PLAN NQ 006.1 135 L.F.: – 24" CPEP: STORM PIPE S =0.005 I 129 L:F. – 24" CPEP STORM PIPE S= 0.0030 CON7RA�CTOR SHALL FURNM AND INSTALL 4– INC1�S COMPACTED DEPTH 127 L.F. – 24" CPEP �'TORM .PIPE S =0.005 - -_ .__ -- _ —.__ _ _ -- -- -- ___ —_ : BARK MULCH. 380 w 3so C0N7RA�CTOR SHALL FURNISH AND INSTALL. ASPHALT CONCRETE TRANSITION :..... ... .... ........:................... :.. ........:.............. .................. .................... :................... ............... _ _.................:......... _ -_ :...................... _ . _ ...... _ ......:...................: ...r.....'........ :............ ........ :............... SEC110N �7H ANT ClJRB END SEC FION& CONIRACTOR SHALL CONNECI SANITARY SIDE SEAR TO El NS, 1RLINK PER CITY SP'ECM'IC.ATIOW 375 w4 F ® REMOVE SA ITAR'Y �E M1W',R'R MAIBIOLE 390 375 :. ... ' :...... :..................: ..............:..... .............. :................ :...... :..................:... :......................... :......... :. _ .................:....................... ...............:............... LOCATION OF DU MIG DRAIN APPRODaMATE. CONTRACTOR SHALL P01 HOLE E o" TO VEFWY LOCATION. wn TE P 370 370 ... ...................................................... ............................... C8 N0. 31....... ...-.......................... .......... ............. ............................... CB NO. 30A 14 L.F. – 12" CPEP STORM PIPE S= 0.010 28 L.F. 12" CPEP ....................... .. ..... ................ ................:.... ............................................................................................................ ............................... STORM' PIPE � S•= 0.029 : ............. . 3 ■ ^ Z 45+00 ^ Z 46f00 ., z 47+00 48+00 AS4R&T SUMY STAMPED BY J. 33147 0 0 o O o 0 ON 2M4182 OIaDA�IAL ilt%NATURU ON DESIGN PLANS . • „ RECO1/11ENOm FOR APPROVAL • s�� � o Ss=s� � o S -� _� NOTE• PiMls NNIIS BY Gwy SchiyAk Date: 80=1 c r cv N ° J For CMily by 8 ikvw SUM Dote: e I O + 8 am Yin Dote: M21 of Sm C01NM. Pkm Dote: h ^ ^ C4 Qyl for a- -oh-d Door C-4ZN N Lv N Z� N N N N N r 2 a N N N N '� r 0 1" 2. ♦ .� W W 1�1 L�1 yt 3+ W W W O� W3Z O a O �� LjVf2W Z h 2 W Z ; W Z t ., TWO 14C"ES A T FULL SCALE. �~ ANN �"� ���N �� el 0 IF NOT, SCALE Y It 0 ROLL 1 9;7 FR 290 Sc e - W:2 y�,s ri � W N wig Z C4 a x • W$ W ?� J � V Z x 3 O w o� r 0 a a. 00 pox Q N O N 01 O >- V1 �o N N m 3 J� C9 mo >- p ao oFE ir W U O � Q 4 W U U W Y 0 La.! J U w o vii o Q a A 0 a a. 00 pox Q N O LLJ 01 O >- V1 �o ti is W �Q '!� J� o mo Li S ao oFE ir W U O � 4 rZ U U Z Pei A pox O�d��� cv Q• ?�G v ti is W r �t d x O '!� JIfY pRo Li o� oo� 0 SU Y� SHEET: 15 OF: 32 J08 NO.: 0016 DWG: Pl/1N12 • •L ao A N 0 w N z J x z ao O 0 k�4 0 Z, i CA J 4 N OCL co I II II W W N �t JWW r�- i i� 7-1 ,n I t W� .I n 11 N W W J1 J W O O s �% N W N I a '" � i 's J In 20' 109 0 20' 40' U.1 z o 0 o W o W W J .� ROADWAY do STORM DRAINAGE NOTES C4 �[ W 00 �l i (n v) OC 00 U cn U cn cn O1 CMMACTCO SHALL MUM AID WASXHAUL MIN INLET, CATCH BASMM, OR STOIMiI DRAIN / CONINACT01! MALI CONNECT ENS AMNAIt'IE PIPE TO NEW STORM 7 GRAIN PVE 01N FEl100 ADAP7M AW 4 (D3 CONTRACTOR SHALL CUT AND STORM DRAM PIPE TO _ I1 � T � I \ -- ---' -- --� -- -- -- - - - -- - -- - - - -- - - - - - i"c _ _ - - - --- ___.�_� _., �_- � SHALL INSTALL PLUG ' ___ _ __ - - - -- 2 D EN�q OF OOSINNG STORM DRANK PIPE. I - D S CAUTI t POTENTIAL. UTIITY O T'0 USE TwAFoAimr D PAD ASP'llllA110N a p p 52 I CONIRAC ONt WALL REMVE AND WASTEHAUL EXISlING STOW DRAIN PrE. 4 o sD ABAN�D p s1 +o0 + 2 ■ 50 +00 _.._ -.-i --} '� N Q7 CONTRACTOR SHALL A-10011 STOW CATCH SAM OR MII1�10LE IN PLACE. ® CON SHALL POTHOLE 70 VERIFY DEPTH AND LOCATION of E�osTNNG �-- - 2 TIC CATCH TIE WATER LMT SMALL K RELOCATED PER THE CITY S . -- — — -- — — • VAIM � F THE W . o w - -- - W _ _�`�__ -_ - : -_ -- _ W N SHALL REMOVE, PROTECT, AND RELIOCATE S WITH �� w _ ._ �;1 �- i_ - _ -- _ __- - - -- - EB �y� �., AND/ Oft 4 r - - -- - -- - - -- --- - �. - X10 �._ - - --- -- --- _ PROPO!'TY O�R� W f� , -- -- - - -- --- - �,�- _..:.. - -_ SFIALL I�J1T LII� SAWCUT � Cl�RB„ } Y --- 4__ --- NO REMAOVE AID TD ALL CENT BOLTED CURB AND IN KIND. 14 �... 11 CONTRACTOR SHALL AD�1ST E)OSTNNG CITY --OAK MAI�N�OLF. CATCH BASK Q VALVE BOK To CASE FRAME TO QNADE. UTILITY COM P- Q ANY Tn AD,AIST GAS VALVES AND/OR TELEPHONE MANHOLES. CONTRACTOR + r 1 1� CON SHALL FURNISH AND IPSTALL GENT CONCRETE ! " 4 I n SEE DETAIL SETS 24 & 27. • ? . ,x, ,,, w _ o0 1© SAWCUT EXNSTNNG DRIVEWAY FULL DEPTH AT LOCATION TO BE ~NARKED IN }. �-� �- � TFE FIELD BY T1� PAVEMENT AID H' N �� DRNVENAY IN KIND. REPLACE w A►NO,KIMA If I OCA liC)rl O) � s �: o 00 ° -' °' 14 SHALL IJ1T LMT SAWCUT AND CI�RB. O �. II F �. 11 I fJ L' S f C) k M S I O E. S E W E. R. N+ N N I + `n } I I �, AND Tn NNIS 1 /1Nl II w J) N d J W :�f� 1 PAC I OP SHAI 1 ['C) 1 HOL E � 0 � � � " °� AND REMOVE �} Z w 3 0 1 F P 11 Y 1 C)C A l i ON Z w_ �� �; �L' I CENT CURB AND IN KID. z —J i s , J _• i r �f N a j V N U (n I it 1 (.r) .-.,.j Ln 2 '_� C PROTEC►1 �Ti SM. WALL FENCEo AIDAW . 16 VACANT. 1© CONTRACTOR SHALL REMOVE, PROTECT, AND REINSTALL EXISINNG FENCE. �a CON SHALL REMOVE AND EKISMG SIOEWAM 395 ,, : E k is 1 i N c cl� Ou I �) : : 395 PAVE.INT, AND/OR CURB. .............. .. ...... ...........:......i........_... ...................:...-............. ..:........- ..........:.....:�L ..........- :........ -..... ....._.:........... ....... :................... :................... :................... :................... :................... :................... :................... :................... :................. ..:................... :................ f-E E `dA 11E3Fd 1I CONTRACTOR SHALL FURNISH AND INSTALL CEIEINT OONCRETE 7RANSNTION SECTION NTH CEMENT CUItB END SECTKM SEE DETAL SWEET r - J /7`—r�t 390 ' �, �� , , ; ,� :� \ ` ,�! `� 390 CONTRACTOR SHALL REM GIVE„ PROTECT AND RELOCATE CIS TINC SIGN. �� i / / , / , ,/ %, / / '// � ...................... ............... ..... .. ........ .............................. ...._.- ........_..- ......... ...................•••-..._...................... ......_........................ ........-...........-......................... ...................._.........\ ...'................ 4 i 21 CON SHALL FURNISH AID INSTALL PLASTIC STOP BAR AND/Olt : O CROSSWALK P06 ® CON SHALL FURNISH AND INSTALL CURB RAMP 'ALTERNATE' PER 385 : : = : : : 385 CITY OF REINTON STANDARD PLAN NO. 004.1 ............ ......... .. ..................................:...................:...................:...................:...................:......... ............... ..••- ••--- . -.:.. ........ _:............................. ......... :.--- ......._..._. - :__ . ............. -_.. -_. -= :................ 150 L.F. - : 24" CPEP STORM PIPE S =d.00� :221 L:F. - 24 ePEf' S°FORM PIPE S�o:oo3a ® CONTRACTOR SHALL FURN�NSH AND INSTALL 4-NNC HES COMPACTED DEPTH 142 L.F. - 24 : CPEP STORM PIPE S =0.003 : _ : : SAW Ml - - -- - - - - - -- - — _ - - ®4 CONTRACTOR SHALL FURNISH AND INSTALL ASPHALT CONCRETE 7RANSI110N 380 : : F � . ',ArJI 1 < "�F'Y �E �V�- F? _ - - : i � : F x. SAM f ARY �E WE f� : : : i 380 CON SHALL CONNECT SMNTAN�Y SSE SEAR m TRUW ..................................................................................... ............................... .. ......�.- ......._............. . CB -27 : : i C3-24 : CB-25 DELETED : : PER CITY TIONS. CH f � : � -; ; , °, . .� � 1 , � � : : PHOME LNrE ®REMOVE SANITARY SSE SEAR C8 N0. 28 CB -26 i 12" FROM CURB, 14" DOWN MANHOLE LOCATION OF EOOSTI�NG DRANK APPROXIMATE. CONTRACTOR SHALL POTFIOLE 375 4A ' i i 390 : c)" wA r E 1 390 : : 375 TO vE1�IFY LOCATION. - ----- -- - ---------------- --- ---- - - -- -- - - - - -- -- ------ -- .................. .....-.--......--..- 370 i 1 = 370 w.. :. :....... .... w ............ ......................... :...w...............: :...................:.. .................:......... .... - .............. :....... :......... ........_........... ........... .......................... —• — — 27 LF 12 CPEP 19 LF 12• DI 28 LF 12 CPEP S= d� 0.043 S= O'e�Q s o$ S= OI. %Q :0.015 1 ST PIPE: : =0. 365 : : : 3x6 .... .... :............. .. 360 360 " +00 o 40+00 ..2 50+00 51 +00 _ Z 32+00 _? _ _ _Q U aUY _Q Y OO OA O� 144 C3 Vo g xx� O J � N �A W � O 0 -� W � N N + N WWWWW �Z�- W�WW , ` N ol Z + La La LS OQit WZ0xuj "' ZQ:1A WZV13W � WZV13W3 Z t is • R Z44 s• t < e • me qt f" fit* C4 C4 k � 1 O- ?88x30 AS -BUILT �sauaT swevEr sTAMM sr OENNI= J.'IERCE, KW 31147 pRqMAL ON ptSpN Rows MOTE• Pima RBb awv% Mm Roma mad For OwNy by Cky• S" . Pkm for DNip ey: RECOMMENDED FOR APPROVAL. Gary Sd*nMkc Dote: &WMI B Ronald SOM Dote: WWI eY 8ob Dote: aNCII Y. Dote: 0 1" 2" hmmmomli TWO INCHES AT FULL SCALE. IF NOT, SCALE ACCORONNGLY Arm x Y �S y 0 A Ln W w F' Ui Z �N x v Z wI$ J C) 23 C) 19 4 O a Oo z m aN ON tA Q O >_ V) wo N D'` z �> -� w p m0 H V) S �Z w ac O O Fl > ° OD H Z w Y O 6 Z U 0` ooh U � I a Vf a U d 4 O a Oo z m aN ON 01 U- to Q O >_ V) wo F.- W � D'` z �> -� w p m0 H V) S �Z w ac O O w p U OD H Z w U U 6 Z 4 W Z C3 �U x� SHEET: 16 OF: JOB NO.: 00718 DWG: PLAN13 1 n 1 �J 1 -� •. J is S z � z m ON D N. -3 Z F.- W � z Z W � Iris -J L m SID w ooh V) wx Z ow LEI, W Z C3 �U x� SHEET: 16 OF: JOB NO.: 00718 DWG: PLAN13 1 n 1 �J 1 -� •. J 20' 10' 0 20' 40 W 0 hi C5 Fin c%4 o), q- LAJ 0 rn C'4 + N uJ w if) LL: m -i z w ui co W= . wm W w (f) W N 0 W ROADWAY & STORM DRAINAGE NOTES, QD O CONIRACM SMALL REMOVE AM WASTEHAUL, EX INLET. CATCH ILA &&&LAMAS 1p m LAW On S DRAIN ALL KCT EM WE TO NEW S CONTWTOIt SHALL, CGIR 1 7 DRAIN PIPE " FENNCO ADAPTERM, EXISTING S fi 1_ _ l �__1__ _1- _ NEW CATCH 01AM 10 - Cal _ -_ I ALL CUT AND DRAIN PIPE 70 CONVACTC111t SHALL 7— 3QA 09DOWD D CONTRACM SH&L INSTALL PERMANENT CONCREIE PLUG IN UPSTREAM D 0 T ENID OF 00STING STOIW DRAIN D an An,&un--"L-m D El D -0 O CAUTION: POIEN71A1L U11LITY" CONF=. CONTRACTOR TO USE *E7HAFOAM D- 55+00 PAD AS ARATM KI1IEEN U7111.171M 54+00 53+00 (D CONIRACTOR SNAIL R1DdOVE AND WASIENAIMIL EXISTING S DRAM PIPE + 00 --4 s - ------ OR SHALL ABANDON STOW CATCH BASIN OR IN PLACE. N VA.- Wo- 0 CONTRACT IL'i lot w (DCON7RACTOItSHAU.POiHOLETOVEFAFYDEPI ANDLXXA71ONOF EXIISTING U) WAMN LW F THE WER! UK CIONFUM " THE INSTALLATION OF W YHE CATCH BASK THE WATER LINE SHALL K - R— PER THE CITY W SPECIF /C ------ -- CONTRACTOR SHALL REMOVE, PROTECT, AND RELOCATE E03S - ____ .., f..._� _ -- --_ _ - -- -_ - __-� _ O T4 T Tfl A- BLOCK WAI* AND/Oft ROCKEI'M COORDINATE NTH W 00 z cum VIASTEIMIAUL, 00 ICAM C W ITRACTOR M CON'TRACTOR SHALL NEAT LINE SAWCUT Ell AND o CEMW CIONCINM 1140MMLED CURB AND REPIMMAM SWEW" IN 00. N c� O CON'TRACTOR SHALL ADJUST EXISTING C1W-4XM CATCH &AW a AIN&ILIA111 all, C4 VALVE am KRIM CAN FRAM1E TO MADE. U7L17Y CIOMP- VOW "311- cv) ! ( i� 0 ul 16 ANY 70 ADJUST GAS VALVES AND/Oft IaDWW CONTRACTOR ul a x TO r.00MINATEM, cn cr- )11 04 cr- In C-4 w J , 0) ul w w 00W CONTRACTOR SHALL FURNISH AND INSTALL CEMENT CONCRETE APPROACH. 01 2 t CA SEE DETAL SHEETS 24 & 2". Z CN LJ t:j uj ao 0- 0 ui j L6 welms 110101s DRIVEWY 1z � Z r U rn u') SAWCUT FULL DEP1H AT LOCATION 70 BE MARKED IN w N U m + N Lj La � ij w m + 40 N w THE FED BY THE EN01NEM WASIEHAtX DOS PAVEMENT AND + 0 0 re) 00 0 n Z L0 In '3 0 � I _j 0 REPLACE OEWAY IN KIND. W > w Li w ui -:g: W > z En CL a- IL Ln --i IL CONTRACTOR SHALL NEAT LINE SAWCUT EXISTING S WWALK AND CURB, X 5<- it it 0 c*4 UJ AM F93AOW AM WAS7EHAU1L CONCRM CONTRACTOR TO W in .2 cr bo W W cr- 00 00 Li V) X -00 CEMENT CONWIE V011CAIM. CURD AND REPLACE SIDEm IN KID. 19 COWRACTOR SHALL PROTECT EXISTING HYDRANT, SIGN, WALL, FENCE, AND/OR DUIIIING CONS7RUICTIOIC VACANTM, 395 4 15 CONTRACTOR SHALL ROAM PROTECT, AM F43MTALL EXISTING FEWCEMt 39 ........... ......... ................... ................... .............. .......... ................... ................... .. . ........ . .. ....... .. . ...... ....... .......... ........ ...... ....... ...... ...... I L F v A j i ON CONTRACTOR SHALL REMOVE AM WASTEHAM ISISIG SIDEWALK. PAVEh*WT, AND/Olt CURB. 19 CON7RACTOR SHALL FURNISH AND INSTALL CEMENT E 7RANS17ION ................ ........... ........ ................ ...... -/A b, . ................. ................ ................... ................... ................... ... ......... ............... X X SECTION CEMENT CONCRETE CURB END SECTIONS. SEE DETAIL SHEET 390 390 ..... \ ...... ................... .......... 27. .......... PROTECT. STING SM. CONTRACTOR SHALL REMOVE, AM RELOCATE E)ft IC21) comAcToot SHALL FURNISH AND INSTALL mAs'nc se BAR AND/OR CROSSWALK 385 255: L.F. 240 iCPEP STORM: PIPE S=0.005 385 ...... ......... ........ .. ... :221. L.F...-..247. CPEP. STORM PIPE S=:;'0.0030 ....... ... ... ........ . .............. ........ ........... ......... ................... .................................. CONIRACTOR SHALL FURNISH AND INSTALL CURB RAMP *AL7ERNA7r PER .................................... .................... ------------------------- .................................. .......... ID CM OF RENTON STANDARD PLAN NOM, 005 1 0- T 771, CONTRACTOR SHALL FURNISH AND INSTALL 4-tINCHES COMPACIM DEPTH BIARK MULCH. 380 380 CONVtACTOR MALL FURNIM AM INSTALL ASPHALT L;Lxw;m IE 7RANS17M . .......... ... .. ...... ........ .. ... ........ ................. . .... .............. ............ ............. ..... ................... .................. ................... ....... ................... .............. ............. .......... ...... . ................. ............ ............ ...... ................ EX COS SwIlLmll, WITH CEMENT CONCRETE CURB END SECTIONS KEPT W SEWWWZ DM TO CAMFI.= W" TELEMETRY C*NMW = ® CONTRACM SHALL SANITAW WE TO LA b IN I i TRUNK WE MONNN AVE STREET MNPVWS INS,: FLE • T-1W4: PER! CM SPECIFICAIIOM 375 REMOVE SANITMY SIDE SEIIE1t MANHOLE 375 'B NO. 20 C . .. ... ... ......... . ®LOCATION LF011*5101 WK DRAIN p4pil "11 IROXIMAX OF" CON7RACM SHALL P01HOLE 10 "W TELEMETRY CONDUIT TO VERFY LOCAiTION. 12"S 370 1-385 385 370 ... ........ ....... - ..... . ... ... . * ... .... I .... I . I I ...... ...... . .. ............. ....... ...... .................... .... ............ . .. ...... --- ...... �6 .. ....... ... . :81W ........ ... ........... ......... ....... . ................ ....... 14''L w P.... EXIST. 10 "..GONG.... STORM F4PE ST E 22 Boss :s P 0 ob 28 LF 12:"CPEP 365 365 S=DIMQ flow .......... ............. ........... .... .......... ..... .................. ................... . ... .. ... ....... .. ............ .. .... ... . ........... ..... ............ ....... ................ 3W 3W 52+00 53+00 0 54+00 55+00 Ak� z SUWAY :TAMPED BY I PNHWE, PLU 33147 on 1=1WI PLANS 80 oN2m4= MENDED FOR APPROVAL B GwY Sd*rtl* Date: W"I N For BY ROnsId SUM Date. W"'I by CW. 8y: so msh 1 Date: OW N S" come*. Pkm 8 Date: f n shmd or 0"Op O 1w w N8� N WWWW ,, ��',,',, 0 2 (j Ir z Lai Z (A W a a TWO *OCHES AT FULL SCALE. • >0pnq A %M= w o x (A Ir C4 N F NOT, SCALE y Alow a • ROLL 1 "97 • FR 292 8 UJ Z W1 012 H v -j :3 Lh Z x 0 Q 0 8 c a- C'4 0 0 O 04 0 I.- w wo a > Vn Q C4 I u 6 -:i :i z 0 v- v- >: Z 0 LAJ ir L.Li ooh 00 cl ]'ar- < >- (A it- Z w 6 Z s y 0 0 Of- Q cr. x cL a- V) a 0 W z z 0 �U y� z z 3C w z z SHEET: 17 OF: 32 JOB NO.: 00716 DWG- PLAN 14 9 z z w 0 0 �N rn W rn �j I IR I C3 CL a- C'4 0 0 O 01 LA. 7! I.- w wo a > Vn Q F- D < (A > F- Ct -1 W 5 (A z 0 CD m 0 5; Z 0 LAJ ir L.Li ooh 00 a D < fe < >- (A it- Z 0 6 Z W z z 0 �U y� z z 3C w z z SHEET: 17 OF: 32 JOB NO.: 00716 DWG- PLAN 14 9 z z w 0 0 �N rn W rn �j I IR I O I.- w wo a s • ooh < s W z z 0 �U y� z z 3C w z z SHEET: 17 OF: 32 JOB NO.: 00716 DWG- PLAN 14 9 z z w 0 0 �N rn W rn �j I IR I vWtes0man It is ROLL 1 9�7 FR 293 w+.wmU mIt :: ,,,ln w 018 Z Z �v z 1$ 0 F- at - Z W off# 0 V_ -� ' Y 000 N N o °rz LJ O 20' 10' 0 20' 40' N O 1= ig 3 c LLJ O D m Z O It it N W c � C9 J J • H I N W I� t f� I i1� f� Ill W (1 U W UA 1 .. - c � - . rn ► Y O • W N X' 1� 1� ' II W _ S '� II au � J) } + l u� I ►-) :7t I = } LIl + N II w Q 1A J Q r r i N Q I ;c� 0 ,i " J ;�; 0 (� Z cv (n Os Z Im �rn 9 I. 1 U d W W W W I z i z I Q ��_SC-4 ' z a Zc ��WO� I F I,;,. ��� _ �i - i� ��- �.� °ci t,� a �� -� _.•r d� m ~ °D J m f- V V) Imo: °° - ' N I ; �' , ROA DWAY & aTORM DRAINAGE NOTEa 0 I CONIRACTOR SHALL REMOVE AND N.ET. CATCH } I I 14 MONROE AVENUE HE : ._ ►. --�-_ -- ---- -- - � - - T_ 4 - - BASIK OR STS DRAMA 20 CON SMALL R E M I" STM aRAiN WE w1T�H FERNCo a r _1__ SHALL CUT AND ooNNE s,,�,�,,,,, PEE ,� ? f L 1 1 - -- - -- - - D NEW c�►TCH BASIN. 4 �1. WSTALL T PLUG IN UPSYREAM ? , _ - _ - _ - . -L - -- -- - -- - - j D o END OF E)M MIIC S ?OIMiI DRAIN PM I • ,� r I D 1 U l ♦, \. SD Ala-0 0 59 + 00 O CAM1101� P01EN114L 1J'IEITY OONN:UCT. CON7RAG'71OR TO USE J D ? TELEM �" 0 0 58 +00 _,�. _� _ � -_--_- � =i -_ PAD AS SEPARA'i1fA1 SMALL I'VE AND S1O1lM ORANII PEE. or 57 +00 _ � ,.� 4- s -- -- - � 70 MALL 41O1lM CATCH BA NN OR MANHOLE N PLAICE. S SMALL P07liOL.E TO �Y DEPTH AID! LIOCAl10N C1F tjob a w - -- - - " - -- -- = � I " I Cll ABND 10 W —� O � �•. � ACTIVE - -- - -- w - - - - - -- . _ _ - .- _- - _ .. �A11ER Lam. F 71� OI11E7t LNG NTH 11'E IrSTALLATION OF 7CH BASK W W%7EER LNG SHALL K AELCCA7ED PER li E CITY SPEW r �,� W _.. -- - - -.L, - - - -- r_ l -- _ - - - -- O SHALL 111E30111E. PROTECT. AID RELOCATE low ALQJWft SOCK WALK AND/OR ROCIMY. 010 MMA7E W11H t° '' 10 SMALL NEAT LNG SA�IlT ANA CURB. AND VAMO E AND WASIENAUL TO SIT CONCIMIL ROLLED CUW AND REPLACE BIC E W" N KIND. `•�'' o i < > f o O / ,. (' < M °� r• °08 a 11 SHALL AD�T FI NS7NrG CI Y -ODD CATCH BASIN, o BOX VALVE CASE FRAME 70 GRACE. U7E,ITY COW- '= ;� ; f �?C� a O1 O a, "' V ANY Tn ADAlST GAS VALVES AND/OR inab gn ° I a0I .� . 3 w I co rp o ° N N 5 C r z 1- v W �, ' ' [ -+ I Li }) .�' cal �,,� a� f I- n o a (i ? �) r - ► � �,� rn "' < W r r y- 1 �- N I 1'O TE. 0 SF1111LL F11 1 AND *MA�U CHIT SEE OETA& SlEETS 24 & 27. I -: CL n I ► - N rn N � hl r Z �_.; � �; • ``' n 11 000 W K IL w `' + °' Z a.. 0� CL C_i (l ry \ I I' �� (T7 0) (D ( W M ci] r W A - �' K' ", a - a t� c _� r�� ► I M II p II 1J : I >_ _ I �' 0000 m 13 SA�IlT Y FULL. DEPTH AT LOCA71ON TO BE MARKED IN p W • O r� I 0 `n o c) .- I W` J n +, I m p ' (c) 00 oo I + i "a (�, + II W W O N cfl d co 3r. ;" _ m I I 71E FIELD BY 1 PAVEMENT ANA Y . W Z `tom= Z X `= d a. m v) X I V cn W W .� : i j �� r'r-) ., Lf) -_ L'L � 1n 1n J W 1 (�, cn v� r w to V1 . W a• V cr' I (� c :- L� cn ` I� 14 d3 F_ U VI Cr mct d d ' �f� ii II F tx Q s s gat s N cv N V oA I w CON7RACT�OR SHALL NEAT L SAIlT E�OS1a1G SIDEWALK AND Cl�R6 r- � _ , I v; :i ..I I.I ��� cn [7 , v N � r- r• I' j U) n AND REEVE AND C�ONI TC1 ALL CEMENT CONCRIEW VERIICAL CURB AND R13qACE SIDEWALK IN KIND. 1 S CONTRACTOR SHALL P'R0 IEC I E1Q51N�1G HYDRANT. SIGN. WALL, FENCE, OURS CONSIRLIC71ION. NEW PROFILE BY CITY -: NE 10TH ST r TEMMETRY CONQUITS CB -13 CB -12 ' , ` CB-17 CB-14: : 1 APPX 4 - Z" VVHffF' PVC, CB-15 1 - 4" TO 6" GRAY, 16 VACANT. �0 � ' : 390 : ABOUT 2 FT DOWN 390 �........ : : : C _ 1 A.............................. 4'DD 1 CONIRACTOIR SHALL R�M�, PROTECT. AND REINSTALL E)0S7M FENCE. ......_... ........... _....:a...... ........ ............. .................. EX: 10 CC" WAS ONLY _ 10" WA T E i? O STUB, 14 LF - - -- .............. .................... ................... - 12" CPEP ................ .. .... 18 CON SHALL REMOVE ANiO EMI SIDEWALK, A REMOVED. " 28 LF -- :12 DI :STORM PIPE S =0.010 _ PAVEIR'61T AND CUR& 395 :n I STORM PIPE S= 0.010: : : 0 395 19 CON7RACTOR SHALL FURNISH NO OW LL CEMENT CONCRETE TRANSITION 385 : CB-1 : I SEC710N N7H CEMENT CURB END SEC110N.SI. SEE DETAIL. SHEET ........ .... .................. ....... .... ...... . .......................................:........... ........:...................:.. .........:...................:...................:................... :..................._.......... ............�. ............:.... .......- .......:............... . ............................... :I ABND 10" w I ® CON7RACTOR SHALL REMOVE. PROTECT. AM RELOCA7E EXISTING SM. CB 14 :33 LF 12" CPEP O COM7RACTOR SHALL FURNSH AM MTALL PLASTIC STOP BAR AND/OR &A 390 ... CPEP :...................:......... ..........:.................... :.......................175 L.F... .. g" 'CPEP - EP-STORM I&III0011m CROSSWALK SHALL FURNISH AND *WALL CURB RAMP 'AL7ERNIA7r PER S =0.020 � M S -O;� :o.01Z . 1 a" CPEP STOR - n _ - _ 1 5 L.F. 24" CPEP I 25 - � ` ,'I � 176 LF - - - -- - - 1 WE �» � � -- -- _ - _ - r p V,�; `�i �� i CRY ��E v 1 �� COON ® SHALL FURNISH AND IWALL 4 -NCHES COMPAIC'TED DEPTH 385 STORM PIPE S =0.005 S _ _ -- .............. ..... . - - -- ...... - ___� ___ - --- - - - - -- - : - -- _- .. ...... . ................................................................................ ___-- - - - - -- - - _ - -- - -- - � � ` __ ____:. F) c �A �I ! �,�, �L w .............................. ................................... . .. ........ ,....... ........... ........--- ....- - - - - -. ........-----.......---------.---- 385 BARK MULCH. ALL ASPHALT = I N ROF ILE �YC ITY NEW AS -BUILT PROFILE BY CITY SECTION NTH CE'MI)IT LAMILMIE CURB END SECTION. PPROXiMATE LOCATION CB -15 C6�19 CB -18 ® SHALL SANITARY SIDE SEAR TO TRUNK PER CITY ills. 380 _ EXISTING SIDE SEWERS. :POTHOLE _ C6-15B CB-9-16 390 390 : 380 ®REMOVE SANITARY SIDE SENR MANHOLE .. ONTRACTOR SHALL POTHOLE ................. TO VERITY LOCATION .... ............... : ................. I.00A710N OF ExIS1N11G DR/N APPRODaMATE. CIONTRACTOR SHALL P07FIOLE TO VERIFY LOCATION. 365 : 43 Lr - 12" DI SO 385 31 LF - � 1r c m 375 ........................ ..... _..... ... ... ............................ ...5. =.O.p1.................... Q S--O ,............................ ..... ........ .,��....��►:.........SD........ 010................................---.................. ............................... . .... .... ................ CB -15 TYPE 2 48 "DIA.: 17 LF - 12" DI SD STA. 55 +89, 26'RT 20 LF 12" CPEP CB -17 TYPE 2, 48 "DIA. S =0.012 ROUND SOLID LID, LOCKING S =0.025 STA. 55 +89, 17'RT 3TO RIM EL= 91.40 511.!6 ROUND SOLID LID, LOCKING 370 ..... ... ............................ AM.12............... ........:..t 2 ".. llll . IE =.. 88. : IM.. L, ...:. 1... *.144...............:....... ...... . 12NW IE. 12" N IE= 3 25 1N.23 12" S IE= M." 12" E IE =' .20 X7.15 12 "SW IE= 50 387: 360 12 "NE IE= 4" E IE= 7. 6 N IE= .6� #%& SMT SURVEY STAMPED BY DENNIE J. PMUtM PLU =147 si'+0�1 !i7*00 z ON 2M4= orao� 4MUMTURES ON 069M PLANS .,,.sags Y =aav P" N6 -J _ ' t -J t J NOTE• PIM l�It ftmnmvd For C" by �- � 0 J� N J• � O O r' .� .' �� � ,. - -x� -,r� - �p �' N 'J w O�ii O ' � � �r �,r� �r , �p J� N 0' 1 � � � � SM �.� soft won for Dm*n N • , W � Ld D Of to w + N W W — W— W ,, rl ,.` r' r, r x c r; '' n r ♦ W W -� r, r r x 0 2 t0�W2V13W Z �i ,,�, � N, N, ~, �OnW Z HW3 �: O 0 0-1 �Zlow2Vf� I < t t t . 40 40 cv cv - -' i < act �- Z • . . �O e N N I < � � �- t t �o �o N TWO INCHES AT FULL SCALE. IF NOT, SCALE ACCOROMGLY vWtes0man It is ROLL 1 9�7 FR 293 w+.wmU mIt :: ,,,ln w 018 Z Z �v z 1$ 0 F- at - Z W off# 0 V_ -� ' Y 000 N N o °rz LJ O -� N O 1= ig 3 c LLJ O D m Z O It it N W c � C9 U W p D �Wj _ U d O z .. ' Y O J U cr_ a v ir z a 0 �A IO U d U 000 0 a 000 q.U_ C o °rz LJ O N O 1= �d U c LLJ O D m Z O Q N W odz � N W U W p D }d E - F-- z U r-- O z 0 0 al ,o n d Z W i g Z ` 0 0 Z x CL ffftt� ` � � 1►l s F Y IK ' I W z Z O •F W Z > W o< N0 Z L 0 = W �. � O 0 r . 0 v 0 Y M W z SET: Is OF: 32 ,108 NO.: 00716 OINC: PLAN 1 S r� N 00 0 N m T/1 s 0 Z O O W Un Ln v k�J X o s q 6 0 ROLL 1'9.7 it FR 294 s�.M.nc� M►�t 82 *01 0 8 Z cv Z W z j <V Z x3 O 0- 0o Y Q 0 F- vn d 0 p 20' 10' 0 20' 40' 3 � Q > J Vf z O m M in L O QZ W w 0 r W FC04 0 U Q W �- Z LJ 6 z Z 00 _1 +' TNLAJ f� �i� `o F ► F O + app}. Q N o� O 0 to z d \ ROADWAY do IMM DRAINAGE NOTES wA W z V �! \� O1 OONTRAC'TCR SFIALL A18� NMSIEHA�IL. ENS1ww1 I N.ET. CATCH AVME T BASK OR 'S►1 DRAM! Z SMALL PM TO NM STORM -- - MALL CUT Al�q STORM DRAIN PEE T�0 - -«-- -- SD NM CATCH BASIN. SD AsAr�DbNEO D S 1 I P -- - - - -- _ -_ - - - -- - O4 SHALL NrSTALL T PLUG IN W D 2 STIP- -- - - - - - - o Dq OF S7MIIM ORAN�! PN�E. S U1�7Y 7'0 USE D 63 +00 0 6tDO + PAD AS SEPA�RA'f10111 U„�� — 0 D 61+00 .000"M snow vodw� 10) <D CON7RACTOR SHALL REMOVE AND WASIEHAUL ENS STOW DRAIN PIPE � - - - -- - - - _ _ _ 2 � 7 CONTRACTOR S' H ALL ASAI�ON S1OfdM CATCH BASIN OR MIINIHOLE Nr PLACE. 8 SHALL POTHOLE TO VERY DEPTH AND U)C117ION OF EM - '� - f-- %M7ER Lam. F 71�E Wk7ER LNG 0 7W NrSTALLA110N OF t : _ THE CATCH BAW 7HE SUM LNG MALL K IMLOCATED C • W SHALL RDMOIVE. PROTECT. A1� RELi0CA1E EXBMW o �.. _ -- -- 'MALI. 7E .. e '� P • I J ?, �� a a _._.. — R.iOCIC AND/OR NITH rvqurriq -- z - - 0 SHALL NEAT L� SAWCUT AND CURBS AND AND 70 �-- CENT OONDREN ROLLED CURS AND REPLACE SI ENkLX IN KIND. �' O i Z !- —J � S 11 CONTRACTOR SHALL ADJUST E10'S'iNrG CITY-00M M CATCH O VALVE BOX CASE FRAME 70 GRADE. LgLITY COMP- 0 n � �� ANY TO AN UST GAS VALVES AND/OR TELEPHONE MANHOLES. CONTRACTOR � . of rl- , r�_ 70 COORDINATE d W d n + �- I cv o0 _ 1� CON SHALL FURNISH AND IWALL ANT CONCRETE . •[ J v O cn z �I ci. �•, ► SEE DETAL SINS 24 � 27. UA of � � � �; � SAWCUT MY FULL DEPTH AT LOCA71ON TO BE (MARKED IN 0 THE FM D BY TFE PAVEMENT AND rr, Y IN KIND. LLJ I 14 CON SHALL NEAT LIE SAWCUT EXISTING SIDEWALK AND 4101t CURB, i J � �, AND (REMOVE AND CON TC! ALL CEMENT CONCRETE VERTICAL. ClURB AND REPLACE SIDEVALX IN (CND. 15 CONTRACTOR SHALL PROTECT EX057ING H1r0RANT. SIGN(. WALL. FENCE. h S T . CB = : E- x I s T . �, E3 I :.A, 61+80, 21' P1 :ST A. 6 + 84,: 21' 1 _ AND/Olt Plh/l 11 - .598.62: "w :PIM E L_ -- .598.£ -' "E- 16 VACANT. 8 IE_ - .595.9 I : : .12 1 -- 396. /6 405 .......... ...................................................................... ............................... ............... .. ............. :395 .. q .. ............ : : : ... ............................... .. ........................ ......... ........ ............... 405 _................ 1 CONTRACTOOR SHALL RAE. PROTECT, AND REINSTALL EX05TSIG FENCE. : » CON SHALL REMOVE AID SIDEWALK. 26 LF - 8 P VC :14 LF - 12 : DI PAVEMENT, AID/bR CURB. S =0.033 �' : S =D.*u 0.061 t : 18 CON SHALL FURNISH AND *WALL CEMENT 7RANS17ION 400 `; �, ,� _ I J r� 400 : : : SECTION NITH CENNT CURB END sEC.TXM SEE DETAIL SHEET :............ .......:...................:... ........... ................... :........... ........:................... :.... ...............:............... :........ :.... ...............:............... CON SHALL REMOVE. PROTECT AND RELOCATE SIGN. O CONTRACTOR SHALL FURNISH AND *WALL PLASTIC STOP BAR AID /OR 395 TELEMETRY CONDUITS : 39 5 LOC APPx .................................................... o ............................... : ............. : : : ...................................._.......--•---......-_............................_..........._......._........................_............................. = : ............................... ® RAMP 'AL7ERN1 ATE' PER OF RDITON RD PL N NNO. ° ` = » 168 L.F.= - 18 _ CPEP STORM PIPE S=0.008 00005 CITY SSTAND� 1 81 LF -- 18w CPEP STORM PIPE : : 133 L.F. - 18" CPEP STORM PIPE S =0.008: : : : : : ® CONTRACTOR SHALL FURN ISH AID N�ISTALL 4,. -NHS CON�IPAICTED DEPTH 390 0.008 Q _ _ _ r - 390 ... ....... .... ........................ ............................... . ............ .................. .. ... - - - -- ----................. ............................... -- .�.�_.___ _ _ ... ...................._.................... - - ....................----- - - - - -- ................... .................... ........ ............ : ............. : ...................... CONTRACTOR! SHALL FURNISH AM INST4L AWHALT CONCREIE TRANSITION _ f ,� 8•, _WWI T AP`s SF WE SECTION 0 CEMENT CONCRETE CUM EM SEC710M ® CONTRACTOR SHALL CONNECT SANITARY SSE SEAR 70 El NSTN�IG 7RlNC PER CITY TION& 385 : 385 ® REIMOVE SANITARY SIDE SEAR MANHOLE w ,. -18• CPO. STORM P4PE --S =0 ►008 ....................... .............. .... ............................... ......... ............................... ® LIOCA110N OF EX ISTN�IG DRAIN APPROXI MATE. CONTRACTOR SHALL POTHOLE 70 VERIFY U)CA710N. 380 ...... 380 375 375 ............. ............... .... ............... ....... .................. .. ............................... ............ ....... ................ 370 z 370 AS -BUILT SUR1/EY STAMPED MY DENI�NS J. P� PLC 33147 ON 2/14= 60+00 Z z 61 +00 z 62 +00 63+00 " Q UUY NOTEw PI�Ir�s R� N��s oR�o �L. s X"Tur" oM 0112M PL&" driwll, D O 0 8 D O Q g 8= G o 2!1 Q 8 8 For (; �, RECOMMENDED FOR APPROVAL iM 0011. PIMIS �'�►� Dots: �, o _, ° _, � 8y: Vida 1br OMi011 8Y Doti: N �- J �., �, M M "•' • o N �„ J �, ^ a ^. n � J �+ O � iQ QI By: Doti: Dote: �ZC4 ♦ p p p N W W W �Z� �i ♦ p p N W W W♦ riZ^ 1 p p p p W W W 0 1� 2" or 40 Z WZV); g ZZ� WZW miasma ZZ� uiZV) 39 TWO INCHES A T FULL SC «► CD U S U S H r �. �'* 8111- H cc a 4 in � IF NOT, SCALE Y q 6 0 ROLL 1'9.7 it FR 294 s�.M.nc� M►�t 82 *01 0 8 Z cv Z W z j <V Z x3 O U 0- 0o Y Q 0 F- vn d 0 p m 3 � Q > J Vf z O m M in L O QZ W w 0 r W FC04 0 U Q W �- Z LJ 6 z Z U � a 0o a Q Q 0 F- o,1 a 0 0 � Q > J Vf z O m M in L O QZ W w 0 r W 0 U Q �- Z U 6 z s� o� r in VA 1;W 6.4 1 pis < �o 0 mCal� "0 � �o S < x It W 2 low C3 Y� SHEET: 19 OF: 32 JOB NO.: 00716 DWG: PLAN16 • 4 m x 0 O O N o � N � X o� rn r�rf z r.J 10 wots WO 4maws, It ROLL 1 9�7 FR 29.5 �C1Nrlrtu &% x it sr ' .,04 1 ; i-') • p 8T op or 0 w V) z �g w$ W p ? 2 J �oV /•VZ a �" IV ' 0 0 b. po Y Q N O W 01 Q LL. ID O N N N OZ 3 20' 10' 0 20' 40' D .Q Vf > . l I M O .,� Z ro 0 O W � W = Z w a i I A f • 1 U V O z poi d VVf 0 U /� ry I I W q c0 X) 1' Iii l]) + (T] ll) W fT] Z Z Q m 0 �O Z Q �;, co ILL) lL7 ., U) 0 40 cC� , W> W Z cn I' m I-- X (L U a N ROADWAY do STOP DRAINAGE NOTES \ �. i A O1 CNRACTOR MALL REMOVE AND W13EHAL DS I L ET. CATCH BA�IIN, OR S71o�M oRAIN . T -- -- �- T - - 1 U2 CONTRACTOR SHALL CONNECT ENS III WK ORAINAOE Pft TO NEW STM -�.- j ( _ _ j - T l- 1 -� _ - I.. _T� - -- _ $T (� SHALL, a,T AID c�oNNECT ST�oRM DRAIN PIPE TO NEW CATCH BAW 1 l ! L � L - - - - - -- -- �� ., D � _� - ___�____ ____ _ 4 MALL INSTALL Nil UPSIREAM O T PLUG coo I �._ > i -� - -, � 1 - 1 ST AEMOONED 10' C D 8 D _�. - - - -- c - -- - �, D l - - � !_ - - -_-- ° d ., D _ _ _ - �„ s r�� o ■ s7 +oo + <j> POTENTIAL UTILITY COIN TO USE TTHAFOAW ° p s +oo - -. _ f%b PAD AS SEPARATION ' 65 +00 0 - _8 - - CJ Ulu -- O MALL IIEMOK AID STOIlIrI DRAIN PIPE. ■ 0 ,, 64 +00 „c� j 4 �. - s _ - - -- _ - -- - - -- - _ -- -- -- - -- `, _ - - - - -- - _- _ -- - -- -- -- -- 7 CON MALL STORM CATCH BASIN OR MANHOLE IN PLACE. 1 1 O "W ABANDONED 10 W U •, - _ - - - -- --- _ -- - �- � -- - - -- - - - - - -- - -- - - - ' o” W _ - - -- - -- - - -- -- - - - - - -- -- - - - - -- - - — - �_ -- - - -_-_ — -_ - - -- j-- V"' a CON SHALL POTHOLE 70 VEPWY DEPTH AND LOCATION OF EXIS WATER LINK. F THE WATER! LNG CONFUCTS, " THE INSTALLATION OF 7I� �11TER LIB SHALL BE REl10CA7ED PER TIC CITY ABANDONED 10 � ACTIVE __W ACTL - w - - - ---- - -- -- - -- __- --- ----�� 4 _ _ __ -_- - _ - �c��C_ - - .. � " _�cx -�` �x �._ z x�r � . � W TIONS. VMS -1 - - - _ _ - - . _ -ALL -_ _- _ - -- -_ - -_ _ xx x a ,�.., ._._ - ____ — r _ _X C ____ ____ --. ,.,.�. ss - �.. ° /.�; ---� �.._ _._. _-- t� -- -� O OOIN SHALL REMOtiE. PROTECT. AND RIMDCATE KEIpC WALL. AI�/bf! TE 1MTN 10 MALL HEAT LINE SAMUT AND CURB. AND MOVE AND TO I M CANT CON-1.1 ROLLED CURB A� IN IM. o W W W ul , oo o W CATCH 11 SHALL AIMW a I ODD BASN�1, ,I,, I ! ` ! ;1 I ; ! aq _j h 0 U J a - o .� ! $ W I n " I VALVE BOK. CASE FRAM 70 GRADE. UTLITY COMP - ANY TO ADAM c11S VALUES AI�/blt oc r- �►: o ti vi c" 0 costa O In aD c> I <' I I 0 r ;i 1 Z 1_ cz) 1 v W Cc ! d° I ,� A x r I I I 0 O I O c� I i I . , rn - ti d F- oo a I Iri N - V y W .[ ►- a fin! ► M I �� c6 Sri c� to cb TO COOI�INATE. Q I "Va7 AND INSTALL SEE DETAL• SHEETS 24 Ot 27. W '�' N O " : h IA `, o}c w ) r) r: I rn �` 1' C, I �o cs7 r7 `�J N . �ci a h I W J �; �' w a N N I > 1 S�AUT Y FULL DEPTH AT LOCATION TAD BE .LARKED IN � _ I W a• -; w �'� °; rn �- _ °' a .1 :5w 00 W �� _ q THE FIELD BY 7FE PAMEMO T AND 3n n �S� I N3 �� n , + �n+ n DRIVEWAY IN KNO. m+ • t° q W V I J t-- -� I Nviw? '�' > cn _ LJ z W I `° Z 3 cn �-� - �:) C� q) v) W Z _ 14 001�I NEAT LIB SAwCUT ClJR6' X F— > z 0- a — = N N ( , a = ) c0 �� �r _� II Li J C n I 1 �� a z; "' (0 I U) �1 l v� I c a a ��► cn c0 00 AID REM0�11E AND WAST04MAL CONCRETE. TO ALL CE11M VERTICAL, CURB AM REPLAAZ IN Kw. W V1 r r I I t 1.J (/7 �– I 15 CONTRACTOR SHALL PROTECT EXISTING HYDRANT, SIGN. WALL. FENCE. AND/OR DURI IG CONSI 2 "GAS STEEL : :EX TOP EL= 394.24 ��) I V s) :1 /2 "GAS SERVICE 2/26/02 » PSE RASED 2 GAS: AND 1a VACANT. • - �� r : : :RAISED ABOVE STORM = :WITH VERTICAL EXTENSIONS � r, = : EX BOT EL�394.3 - LOWERED 1/2-GAS SERVICE :LOWERED BELOW STORM : _ Q CON SHALL• PROTECT. AID RENNSTALL FENCE. 400 :. :.....1 -` • I I ! ( C;P O; N �) :...... :...................:....'...:. .`rn.l.LO�a...................: : 1 :....... ............:.................. =NEW TOP ELN395.30- 393.50 �., ... :. :................... :NEW TOP EL-394.0 :.................. :........... _ ......:.... ...............:............... 400 TR WASIEHAUL E)05'111NG S�EWAU 18 CON ACTOR SHALL REMOVE AM .. : � I -1 1 ►� = : PAVEMENT, AID CURB. . ` • x ' • . , . c . , , ; , '. , ` , ` , , , ., �, _ r� r f % i _Y ' /, 7 / r s �^7- /�/ I j 7 7 / % / . \ J / / i ice/ 1 % / / i -., - � - ,- - T , � � � >- � � . •/ � r > , / 7 -= i /• " / /. /. / / LF - 12" CPEP S =�G.S 0.003 1 R AID INSTALL SIT CONCRETE TRANSITION 9 CONTRACTOR SHALL F'ti SECTIION "IN CEMENT METE CURD END SECTIONS. SEE DETAIL, SHEET ��5 _ : 55 LF - 12'' CPEP 108 : LF - 12" CPEP S =098$ O.00S3 :117 395 27. :... b ............ - . 162 L.F. 12 CPEP STORM PIPE S�0.0045 . ........ ......:....................... - .............. _ ..................................................... ....:................... :...... . S =0 X645 ...0.003 .............:. : : : ®CON SHALL REMOVE. PROTECT. AIW! RELOCATE SCI. - 0 - 77 - . 0 _. - -: �_ ___ __ _ 8 ( 5 1 /CRY >F W[~ AND INSTALL PLASTIC STOP BAR AND/Oft 390 i - - -- WE 390 CONTRACTOR SHALL FURNISH AND 04STALL CURB RAMP 'ALTERNATE' PER % �A,............. :......................................................................... ......:.............. .... ................... :........ ........:.......... - - - - ..:.............. _ ....:.. _ .............:.. ..............:........ - .......:.. .................:............. - - - - - .:........... .....:........................ .............:... ............................... CITY OF RENTON STAI�AM PLAN NQ 00 &1 ® CONTRACTOR SHALL FURNISH AID► INSTALL 4 -INCWS C WACTED DEPTH BARK MUI"L :. 32 LF:- 12" DI STORM PIPE S-0.012 :........._....... : . ................�.............. .... . , . �. T ► + : F •� r ..:...h >>........... ............... ...t.....:''?......'........... ...... - - -- ..................... ............................... : 385 COIN7RACTIOR SHALL FURNISH AID INSTALL ASPHALT CONCRETE TRANSITION � CURB EI�q SEC7IONS� CENT ..........: . - -..- .......:...... ............. ...._...........:......... 44 LF - 12 ': DI STORM ..........:..................:. .. ............:.................. PIPE S= 0.0043 ..................... 32 LF - 12 DI 50: LF - 8 DI :STORM PIPE : STORM PIPE S =0.005 S =0.010 j : CONTRACTOR SHALL CONNECT SANITARY SIM SEA TO Ea0smc TRUW PER CITY SPECI IICA'TION& ® REMOVE SANITARY WE AMR MANHOLE 380 39 5 .... �,. » ..... . ....... 2 6AS 39 5 .. ... = . �. . 39 5 �; p. :................... i. 39 5. :................... :...................:.....380.. LOCATI01�1 OF DRAIN APPROXIMATE. CONTRACTOR SHALL POTFIOLE ............. . : TOP EL= 395.74 0 �: : 393 :. : :. :. : 0393 393 8S TOP EL' 395.4 TO VER1:Y LOCATION. 375 ;' „ '� " ` ., �, ;�.� *; A "GAS 375 ............. ............................... : r, , , �� ,................................................. :; 1 ............................... :. ABND. 1 "W..... 2 TOP EL LUC APPX. - ............:.... 39 79 5• .........:............... ABND 10" W :14 LF - 8" DI : LOC APPX. <, r ,. 0.6" 2GAS EL UNK. EL UNK. :. 8": DI BUILT 370 UNDER EX. GAS : 370 : ..... .......................... :...................:............. .....:..................:...... ..... .. ,... .............:........ :........ ........ .:.. ... .... :.. 3Q5 345 AS -iUR.T WWI" =TOA~ SY I . PUNI 33147 ON 2M412 2 64+00 65+00 0 94+00 ? 67+00 Z z ^Y o ^Y 'a O NOTE• P1M1� NN11S ORIOMAL SIOMATIIAEi ON DESIGN PLANS .••.,X 40 ^X 4 O J °� O # ± J °•� 8 0 � o _ • °� F4� C:IMily by CIly RECOMMENDED FOR APPROVAL Sir es /81 %ftow ± J p #M C011w. Pmm B y: Date: bi BY Date: N J W 4o -- 06 t t t+ 1 N p J - f� ►� + a� N J N N 4o `'' i. �, , r t �' W t By: Date: By: Date: _ ♦ N W W N X20 N WWWW w N q N +Z N wWW t r r `. • .- I �Z ♦ `.. N WW 0 '• 2• d��0 WZV1W ` - �j OC ra _ _ W Z Vf W3 i n W Z W W Z aC W 2 V1 2 < _� • • p < °c� # • ib io r r r # v� ac •- �- �- < B # v g • • T1M0 MSS AT FULL SCALE. IF NOT, SCALE ACCOROI�KAY 10 wots WO 4maws, It ROLL 1 9�7 FR 29.5 �C1Nrlrtu &% x it sr ' .,04 1 ; i-') • p 8T op or 0 w V) z �g w$ W p ? 2 J �oV /•VZ a �" IV ' 0 0 b. po Y Q N O W 01 Q LL. ID O N N N OZ 3 D .Q Vf > J W Z O M O .,� Z ro 0 O W � W = Z w a F– Z U V O z poi d VVf 0 U V 0 a- po a a Q N O W 01 Q LL. ID O — OZ D .Q Vf > J W Z O M O .,� Z W ir 0 O W � O V = cn F– Z U V O z poi N Yb° mA� H o� at W •,f A ,is Z or z on �o 0 2W W �1�1 �5$ lx s SHEET: 20 OF: 32 J06 NO.: 00718 DWG: PlAN17 • rn J 0 x m o 0 a Z NV 4 wwome q Is ROLL 1'9,7 FR 29� Worw1mvmv AN is 00ow 14 r. n.�P " ?t • w H ~ W1c W Lj I.- z §° W z16 W H > �- oc W Z x3 0 M U o_j W h 0 N N ;�, A Z A C3 -� 11 ;1 a'z %0 o 20' 10' 0 20' 40' => o z ; Q m -� O cr F-- < Q U ui z p in yM0 a Q Z cr H0 A 0 .-..WH W d Of oc LLJ � r � y U U O .; (vi Z 0% Z n • , 1) rj C3 r � I r rI I J z A �- S� - r • r "� pq U I W �: ; Y MONROE AVENUE N i., N ROADWAY A STORM DRAINAGE NOTEs c x - _,� OON SHALL RIMIOVE AID NI,FT. CATCH �` x- r ` i- x_X Y -jT - x x -� x - - - Y - _ _ _ x x _ W BASIN. OR 3 DR/INN , x Y-1 x _ - ,._�- -� ■ice-- �o� ""."'�- - -- - _- -- ''�c"°.`- - �_._ - CIONVACTOR SHALL OOIINGCT MMG PIPE TO NEW STORM Im wow CUT AND C� � � M O U E NM CATCH RA'■�I. ti- �� G - - -- - - - _ ._ __ -- - _ - �� 4 5�1�1LL NrST/11.L T PLUG IN O , 2 C: M F' p - E� OF S'TGMII ORIINN iVE. SD ABANDONED D �,�,•�' D c c, 70 +00 POI 911AL UXM CONFLICT. CON TO USE PAD AS S PARAIM 8 +00 CONIRACT G1Atl NiE1NO1lE AID MIISIEHALIL EDOSTMlG STORM DRAIN PFE. SNAIL ADANDWI Si�Mll CATCH BASIN OR MIAI�lIOI.E IN P'LA�CE. f ABANDONED c 10'W _ - _ - -- _Lj _- - _ W — _ - -- _ _ -- T - - -- - -_. w _ _ V — __ _. __ _ - -- 1 - - - -- - - - - . _ .. __ =- - -- - - - -' _ _ _ - _ - B CON SHALL POTHOLE TO VERY DEPTH AID LOCATION CF li�E CA SPEW T CON SHALL REMOVE. PROr1E�CT. AND RELOCATE EIOSTI NG �, ALL. ANA TE GTH \ ` 10 SNAIL NEAT LMT SAWCUT AND CUFA AND AEMOIIE AND 10 M �■' " ;�� ` ' `v I v N O /��� J a a - J � �-7 LIJ (� Q C) c _ (_ 2- > a' ' SIT OOI �E IE ROLLED CALM AND REPLACE S■EMAL K IN 1�. 11 CONIRACTOR SHALL ADJUST EXISINNG CITY —ODD MAIIN�OLE. CATCH BASIN. VALVE 8001. CASE FRI1111IE TO GRADE. UTN.ITY COMP - ©n I i c f c- ' J �' o° I--' a F = ° (1 c n �0 i� i ri I ANY TO ADJLIST GAS VALVES AND/OR TELEPHONE MANRIOLES. CONTRACTOR I IL I = W '. w _ ,4, _ N CY (Y ifs . `� (11 L• :. (n �, rl cu m v UN p� OQ M L a, c�i I I n v cn a� ri (n 1• SHALL FURNISH AND WTALL CANT CONCRETE APPROACH. y, i, to I I,' I F— 1 r t() 0 1 ca ►- v (lJ "0 . , U7 DETAL SHEETS 24 27. LaJ N I t) - I 11 m �' (LI rt) (U c_) (`� (} v v r c_a "D J1 (n v cU cn v Q SAWCUT LDRIVEw►AY FALL DEPTH AT LOrATIQN TXi 6E MARKED I N ya_ I i. v + 11 W c/� cn i I r : r (/� a �P r v u �o r r ( i oo m - + II w i �r, I W V V m V - "O _j 1— W 3 , c) -, m n, (A r. r - J (n M r . r I,J ► (.j m cr (.j �., I m m U\ cn cn (- , (n (n m W ! i�l I (s �.' J (n ill 7HE F'RLD BY THE PAVEM EW AND Y N KIN • 0 I 604f x x 1— .-, . 0 (Y •o � � ; . (iJ l�J , I � I L I V) (Y ... � , : J c0 .__ (.; I1J - r �- I� LA L.J a' � -, ._ . i . J � [1' ..._-, � � ,:; l,J i , J � (Y .. SHALL NEAT l� SARC:UT �OR �Q�� �-- AID REMOVE AND COIN TO ALL x �- I w m Icr .- CEMENT QW AND IN KIND. I S CON SHALL PROIEcT miss,, NG H1rDRANT. SIGN. WALL, FENCE. 31 LF: - 12' DI , , �� �'7, -j F; 1 ,, = : : AND/OR . S = D'.0r? 1 0.021 ' 1a VACANT. 405 39�i I : 405 1© CONIRACTOR SHALL REMOVE. PROTECT. AND REINSTALL E�OS7m FEW. .............. ............... .......... l ................ ..._.............. .................. .................. .................. .................. .................. .................. .................. .................. .................. .................. ......_..... - - - -' --- ............... .__............... .................. .................. ............. 18 CON SHALL REMOVE AND w SIOEINALK. PAVEMENT, AND/OR CUIW i F 4 i S T INC, "'I k, I(jN 1) i- i_ E- v A I I U N 1!i CONTRACTOR SHALL FURNISH AND INSTALL CEMENT CONCRETE TRANSITION 400 : : : <, -, SECTION �TFI CEMENT CLM END SECIx*m SEE DETAL SHEET _ `� C H 2 EXISTING CB � ,� \� � � � �\ , � - r" - - T� �; y ' \; �\ \ \\ \ . / ,� ,� . ;/, �� % , \ \ • ��, �- , _ y /� , a CON SHALL REINIOME. PROTEC AND RE1.i0CATE SIGI�1 . ,. .. % . ,; � � P �ST�1 _ - - - - -- - -- - -- - - .-- z - FURNISH AND NNSTALL P'LAS'TIC STOP BAR /OR 395 .............. _- __ - ......... .. _............... - r - _. - - -- - - -- - - - - - -- _ ......�_..., .�: .................. .................. :; - --• _ - - - _ _- l .................. .......... .................. i ................. .................. .................. .................. .................. ._._.............. 395 ............. ® CON SHALL FURNISH AID INSTALL CURB RAMS ALTERNATE' PER : - w F CITY OF RENTON STA OARD PLAN NQ DOW - ® CON SHALL FURNISH AND INSTALL COII�IPAICTED DEPTH 390 ............ . tlkl EXISTING CB -_.. ... .... . .................. ................. ............... .. .. . i. .. .... ......................................... ..- •- ••- '-- • - -.... .................. 390 ............. B�AANC MIXCH. Ig CON SHALL FURNISH AND INSTALL ASPHALT CONCRETE TRANSITION 117 LF T 12' CPEP 26 LF 12' DI GTH CEMENT CURB END SEC nom S= D:9A5i .o.003 S =O:�_ 0.018 EXISTIN EXISTING TYPE :1 CB STA. 68 +35, 24'RT CON SHALL r 0111 SANITARY WE SEAR TO EXISTING TRUNK PER CITY IXM 385 399 Q 389 ® REMOVE SANIMTARY SIDE SEAR MANHOLE ......... ..... ........ .... ................. ........ .. .......... ......... .............. n p ..... ..... .................. .................. .................. �, .................. ..........,..,... ...... ........ . .............. .................. .................. .................. .... ...........- •- .----- ........... .............. ®LIOCAIION OF EIOSIMNG ORAMI APPRODar1ATE. CONTRACTOR SHALL POTHOLE T`O VERIFY LOCA710N. KEPT EXISTING .. .... .. .. 4 - DI _ ., ............. ............................... . .. :. ... ...... .............. .......... .................. . ............................... 380 KEPT EXISTING 373 oQ........ : ........... .............:.... ..............:................ ................. :. ............ .....................................-- ............................. ........................... 379 ............. 370 370 Y 70+W 71+00 AIM m SURM :TAMED BY o A . A Igo EX Cs mp1 IN owty cE J. PLC 33147 s�oMr►n s ON 1=101 LANs ON ti1RISIZ Bo .., ,� c) STA.68 +15, 16 "LT • � FOR Al�011/AL v cu �., A I- 0 �' o • . 0% O`� a` �;; � RIM EL 8.1 M.1Z 12'CMP N 395. NOTE•'IM1S NNIN � �! � For ��y �� �� � X7.1 d. r y , 1 I I , , _.� 12 SE iE a �i.i1 I — C011■■. CMS �- � � - - M NCl/ IE = 3 �N.l� � - � �� N q z H ..: r' :, Ir NE IE = 9S. 3WO J ftr omw I; n W = W ': 6' SE IE= 30M • I�LAIO■ r : 0 1' 2• L L 1�i = W r-r mmu AT � ACi 8�T r H of cu ru ` : ; YI i T: '' : r : - TWO INCHES AT FULL SCI1E IF TOT, SCALE ACCQTDINGLY _ , .:.. • v ar wwome q Is ROLL 1'9,7 FR 29� Worw1mvmv AN is 00ow 14 r. n.�P " ?t • w H ~ W1c W Lj I.- z §° W z16 W H > �- oc W Z x3 0 M U o_j W h 0 N N ;�, A Z A 3 -� 11 ;1 a'z %0 o Q => o ; Q m Y W O cr F-- < Q U O. < z p in yM0 a Q Z cr U D A Z A Q_ Q 0 0 a'z %0 Q 0 t o ; Q m y = Q � y U m 0 _J W ~ D M z p in yM0 W Q Z cr H0 A 0 .-..WH W d Of oc � r � y U U O .; (vi Z A p-, I EFL W z z ZZ >W = a� 0< WO F• 3c 0 S W z 00 ` � o 1` firm O V =O z Y W SHEET: Zvi OF: 32 J08 NO.: 00716 DWG: PLAN18 • 19 .� i R� 0 m N O W o � N o rn m 7 1 J f Swp • 30 o� m -11 -Z NEW DRIVEWAY 15% GRADE MAXIMUM OR AS REQUIRED. SEE NOTE 1D SEE ASPHALT CONC. DRIVEWAY SECTION VARIES - SEE PLAN VIEW IF DISTANCE AND WIDTH OF DRIVEWAYS VARY IF SEE PLAN VIEW SEAL ASPH. JOINT WITH AR4000W AND SAND BLANKET SAW CUT EXISTING REAM ELJMOI M FROIIA DEEM GMs "•/m 6" OF CEMENT CONCRETE (CL4000) WITH EACH DIRECTION 4" OF CRUSHED SURFACING TOP COURSE (COMPACTED DEPTH) FIRM AND UNYIELDING SUBGRADE VA EXIST. GRADE VARIES 3 0 BACK OF WALK ��- FlNISHED GRADE EXCAVATED MATERIAL SHALL BE PAID FOR UNDER THE UNIT PRICE BID FOR ROADWAY EXCAVATION. NOTES: lO CONTRACTOR TO SLOPE DRIVEWAY SHOULDERS AS REQUIRED. ASPHALT DRIVEWAY REPAIR NOT TO SCALE DRIVEWAY WIDTH PER PLANS EXISTING GROUND VARIES - SEE PLAN VIEW DISTANCE AND WIDTHS OF DRIVEWAYS VARY SEE PLAN VIEW � _ SAW CUT EXISTING � ' ' L I I EXIST GRADE VARIES NEW DRIVEWAY 1576 GRADE, — I I— MAXIMUM OR AS REQUIRED _ — = SEE NOTE 1O 6" CEMENT CONCRETE (CL 4000) WITH LONGITUDINAL `EXCAVATED MATERIAL SHALL BE PAID AND TRANSVERSE JOINTS FOR UNDER THE UNIT PRICE BID FOR REQUIRED EVERY 10 FEET ROADWAY EXCAVATION. (SEE ALSO CEMENT CONC. DRIVEWAY SECTION DETAIL) NOTE: lO CONTRACTOR TO SLOPE DRIVEWAY SHOULDERS AS REWIRED. CEMENT CONCRETE DRIVEWAY REPAIR NOT TO SCALE s' ASPHALT CONCRETE CLASS B • e • �e oo � o• a eo SURFACING SUBGRADE •••••_�•,••• ASPHALT SIDEWALK TRANSITION SECTION NOT TO SCALE 2" MIN. ASPHALT CONCRETE CLASS "B' (COMPACTED DEPTH) DRIVEWAY WIDTH PER PLANS 4" OF CRUSHED SURF COURSE ROCK (COMP FIRM AND UNYIELDING SUBGRADE F;:sl%bi ;i ■ l� wl wool, ► ► a 91 AN 47ANAW:01 I OC ► BACK OF WALK FINISHED GRADE 6' (TYP. ) NEW CONCRETE LOWERED CURB SECTION CONSTRUCTION ° 12 JOINT . ° 1. law GUTTER s ° . ° NOTE: CONCRETE CURB END SECTION TO BE USED AT ALL LOCATIONS WHERE NEW CURB DOES NOT MEET EXISTING CURB, AT SIDEWALK TRANSITION SECTIONS AND /OR AS REQUIRED IN THE FIELD CONCRETE CURB END SECTION NOT TO SCALE ,/-- CEMENT CONCRETE �i PAVEMENT • e • w • •• w o� a •o SURFACING E SUBCRADEW �W••� CEMENT CONCRETE SIDEWALK., TRANSITION SECTION NOT TO SCALE CLEAN AND TACK EDGE OF EXISTING PAVEMENT WITH CSS1 MATCH EXISTING PAVEMENT SEAL JOINT WITH HOT PAVING ASPHALT (AR 4000W) AND EXISTING PAVEMENT Z APPLY SAND BLANKET. J H � NEW ASPHALT CONCRETE CL "8" a (n - - -- vlFje4dL w AS -BUILT 6L* A&A41644i � FIRM AND UNYIELDING SUBGRAOE CRUSHES SURFACING TOP COURSE. BUTT JOINT DETAIL NOT TO SCALE ROLL 1 9�7 FR 297 RE�OIrIvFN FOR APPROVAL By �► �"� Date: y By: Date: GANI MI By __ Date: 8Y Dote: 0 1" 2' Twin 004ES AT FULL SCALE. IF VT, SCALE ACCORDINGLY I Lj Z 0 • W �$ Z C) O o� O N 3 F Y z ° ° CL < 1A d. Z ° N N N >0 �W •t w p w- � q �. (n > o 0 z �� z 0 (n Y 00 W z Y 0 J U or_ z a a w a a Q cr = a O Vf O U < E� ry llf W z 3 F a. z ° ° CL < 0 Z ° Ir IL >0 �W •t w p D< q �. (n > t0 0 z �� z 0 (n Y 00 W z p U O � a� z c� 0 ri z E� ry llf SHEET: \27 OF: .it. JOB NO. 00716 D1MG: "*t*#13- CET- R#A06 • m ~1 x It �,sJ o w N O � r o� �J I W z z 0 c� Z Ir IL �W •t la O z z'� q �. t0 0 z C3V Y W z SHEET: \27 OF: .it. JOB NO. 00716 D1MG: "*t*#13- CET- R#A06 • m ~1 x It �,sJ o w N O � r o� �J I