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HomeMy WebLinkAboutSWP2702884.26o In O � M M I 00 00 J � F- _ J u LLN L 00 00 M m W o > ~ o O Z m + m + II II II L`� L=J N + O U 00 U 00 J W W00 LLJ ~ J J N W _ W Z 0) O W LL N CD N Ln (D uj W ZZ N+ N+ I W o O 0)_ co o O M 00 O cM M LLU 0O J J � Ln W O O U w c N c - U) m >_ N W M C) N + M + m + II - I O Ln Ln Ln J w Z Z z o o o Ln o a cn � W o w J 0 Q ROADWAY & STORM DRAINAGE NOTES z z a zQ II NWH (n < nQ �- _ O m m x Q N < m— W (n W (n 00 a cn Li M Fh 00 C) � ' L) 0 O1 CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING INLET, CATCH �-- BASIN, OR STORM DRAIN MANHOLE. WO2 CONTRACTOR SHALL CONNECT EXISTING DRAINAGE PIPE TO NEW STORM 7 = DRAIN PIPE WITH FERNCO ADAPTER. MONROE AVENUE NE. 4 — — — --- — — -_—_- VI O3 CONTRACTOR SHALL CUT AND CONNECT EXISTING STORM DRAIN PIPE TO NEW CATCH BASIN. Fa __ - O4 CONTRACTOR SHALL INSTALL PERMANENT CONCRETE PLUG IN UPSTREAM 7 - — — o — — — -- - - r- _ _ - __� T_�- --- �g-- - 12" CC 12" CC ABANDONED p W END OF EXISTING STORM DRAIN PIPE. - ----- D ° O5 CAUTION: POTENTIAL U11UTY CONFLICT. CONTRACTOR TO USE "ETHAFOAM" Exls ILA o - _ --- D -_ - - - 0 PAD AS SEPARATION BETWEEN UTILITIES. T-- 12 CC _ -_-_ ---- - - --- — -- C p p p 52 6O CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING STORM DRAIN PIPE. D SD ABANDONED _ 4 � D 51 +00 _ - 2 D 50+00 _ _ - — -_==1---= _- -- — (� O7 CONTRACTOR SHALL ABANDON STORM CATCH BASIN OR MANHOLE IN PLACE. p 9+00 — - - - - __ =1-= — O8 CONTRACTOR SHALL POTHOLE TO VERIFY DEPTH AND LOCATION OF EXISTING Lei --- - -- WATER LINE. IF THE WATER LINE CONFLICTS WITH THE INSTALLATION OF > PER THE CITY THE CATCH BASIN, THE WATER LINE SHALL BE RELOCATED E - - - - 5 10" �-�- W -- W �� ---------- ------------- Ell - -- W L - CONTRACTOR SHALL REMOVE PROTECT AND RELOCATE EXISTING -- -- - - -- -- ---W-------- - W LANDSCAPING, BLOCK WALL, 'AND/OR ROCKERY. COORDINATE WITH Z_ PROPERTY OWNERS. 4 — --� — J 10 CONTRACTOR SHALL NEAT LINE SAWCUT EXISTING SIDEWALK AND/OR CURB, W ;\r- -_ _ — — — AND REMOVE AND WASTEHAUL CONCRETE. CONTRACTOR TO INSTALL W _ _ _ _ _ — — — — — 14 = CEMENT CONCRETE ROLLED CURB AND REPLACE SIDEWALK IN KIND. 14 11 CONTRACTOR SHALL ADJUST EXISTING CITY -OWNED MANHOLE, CATCH BASIN, 0 Q VALVE BOX, CLEANOUT, MONUMENT CASE FRAME TO GRADE. U11UTY COMP- 0 ANY TO ADJUST GAS VALVES AND/OR TELEPHONE MANHOLES. CONTRACTOR _I,,, TO COORDINATE. 00 v o > 12 CONTRACTOR SHALL FURNISH AND INSTALL CEMENT CONCRETE APPROACH. �- > o t SEE DETAIL SHEETS 24 & 27. M M _ o _ - ui M M N 00 13 SAWCUT EXISTING DRIVEWAY FULL DEPTH AT LOCATION TO BE MARKED IN Q w o° �, � N THE FIELD BY THE ENGINEER. WASTEHAUL EXISTING PAVEMENT AND _ � REPLACE DRIVEWAY IN KIND. o o APPROXIMATE LOCATION OF o m + II 00 N + II w EXISTING STORM SIDE SEWER. N + u ,;�, o M + II 14 CONTRACTOR SHALL NEAT LINE SAWCUT EXISTING SIDEWALK AND/OR CURB, W 03 u 00 00 00 - CONTRACTOR SHALL POTHOLE � J - CD �, AND REMOVE AND WASTEHAUL CONCRETE. CONTRACTOR TO INSTALL Z � w w � TO VERIFY LOCATION oz ' ' V) � II CEMENT CONCRETE VERTICAL CURB AND REPLACE SIDEWALK IN KIND. Q Q J °�° w I— � m � � �v U (n F N w (~n w c ; � W 15 CONTRACTOR SHALL PROTECT EXISTING HYDRANT, SIGN, WALL, FENCE, AND/OR LANDSCAPING DURING CONSTRUCTION. ....... ... .._...- ...... ..... ............. - - .........-----..... ----------- - -- V : 16 VACANT. CONTRACTOR SHALL REMOVE, PROTECT, AND REINSTALL EXISTING FENCE. i 18 CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING SIDEWALK, 395 EXISTING GROUND 395 PAVEMENT AND/OR CURB. ..............................................................................�...........................ELE-V'A'TION........:..................:� ............................:..---.......-----. - ............................. . .. ......................................... O : 19 CONTRACTOR SHALL FURNISH AND INSTALL CEMENT CONCRETE TRANSITION SECTION WITH CEMENT CONCRETE CURB END SECTIONS. SEE DETAIL SHEET 27. nn /�/�� % i� �j�////////i�/i,//i,//�/�,//�//��/i�//�//�//\/ 390 CONTRACTOR SHALL REMOVE, PROTECT, AND RELOCATE EXISTING SIGN. :..........................................................:................... V.........---........... ......... .................. 21 O FURNISH AND INSTALL PLASTIC STOP BAR AND/OR - - _ CONTRACTOR SHALL FUR D (1 _ CROSSWALK MARKINGS. $ ® CONTRACTOR SHALL FURNISH AND INSTALL CURB RAMP 'ALTERNATE' PER 0 385 CITY OF RENTON STANDARD PLAN NO. 005.1 385 i ,,..... - . . . . . . . ................. .. 030 ........ _ .......... - COMPACTED DEPTH ....................................................... ...... ....................................................................�. F O HALL FURNISH AND INSTALL 4 INCHES COM 142 L.F. - 24": CPEP STORM PIPE S-0.003 150 L.F. - 24" CPEP STORM PIPE S=0.003 221 t.F. 24 CPEP STORM PIPE S. 0 0 23 CONTRACTOR S BARK MULCH. CONTRACTOR SHALL FURNISH AND INSTALL ASPHALT CONCRETE TRANSITION -- — — -T - - - -- _ . -- - -- SECTION WITH 380 - - EX. SANITARY SEWER _ 380 _ EX, SANITAR SEvvER : TRACTOR SHALL CONNECT SANITARY SIDE SEWER TO EXISTING TRUNK 5 CB-24 CB-25 DELETED PER CITY SPECIFICATIONS. CB-27 : EXIST. CB :STA. 48+08 : PHONE LINE CB-26 I 12" FROM CURB, 14" DOWN 26 REMOVE SANITARY SIDE SEWER MANHOLE CB NO. 28 ©7 LOCATION OF EXISTING DRAIN APPROXIMATE. CONTRACTOR SHALL POTHOLE 37537 10"WATER 39® 10"WA- FF' ° 390 TO VERIFY LOCATION. ..................................................._............. .. ...................---..... 360 48+00 z 49+00 ^z 50+00 51+00 z I ^ Y < Y ^ Y < U O U C 00 00 00 J N O 000 � LO 00 O M 00 W r J co p cn r N _ J W �_ r N r h MCO CO CO CO v M a0 00 W M v J M M M co M co M M M M N M M 0 M N W J O O 00 O W J O Z W n W J O O O 0 O- N i- O^ N a- O co N > N 00 O 00 ~ Ncy) ap v a0 00 ~ r7 r� � �MM 0 N I�ZN II II II II II �z(D II II II II cn+ I`O0)� Nam+ II wwww ND 00 II W W L�Jww N ®� II W W W W O O J---- OOf W Z (n W� O� L i Z cn � W n L J O W Z (n � z w Z =< �_' - - Z�< :2 - _ — II II �< Nw M~ F- -� N N M— F- N N X m F- U �(n �NN��� U�cn 0 NN�� LLJ(n Of U §cn �NN—oo N: 0-) M: 360 52+00 AS=BUILT AS -BUILT SURVEY STAMPED BY DENNIS J. PIERCE, PLS# 33147 ON 2/14/02 NOTE- Plans Redrawn, Items Removed For Clarity by City. See Constr. Plans for Original Design ORIGINAL SIGNATURES ON DESIGN PLANS RECOMMENDED FOR APPROVAL By. Gary Schimek Date: 8/30/01 By. Ronald Staka Date: 8/30/01 By. Bob Mahn Date: 8/30/01 By: Date: 0 1" 2" TWO INCHES AT FULL SCALE IF NOT, SCALE ACCORDINGLY O w cD 0 O O O cN 00 n Qf W N z V) o CD Z 00 w z 0 LLJ Cy) k 0 Z z z J Q O D a- z w< o Q w O J Q W V) O O_ Y O N Lo N II II g 0 _> o < W > z Y O Q < w a- Q U a_ = w 0 (n 0 U < U a_ 00 < <o W OI < w (D 0 �C/) >o o- F- �< cn > F- Q Jcn z o m m (n Vo > < z w o' 0 O wU 0 D 0� <F- F-Z U U 0 z r7 N 0 d N yi Ld 00 N a o y z F-- x N < v)<Lt � x O X <=w _j Q a<� 1S < w z< 2= CEUw 0Ma O r7 m 5-: ON �Li � 00 Ld 0-z M O aG� � Z :2 a vi � W V) J x-< x� cnoa � � QWw J Y a-00i�blS Y 00 - Q w O w oa-a Z z Zz a 8 O< Z W0 � N W a- Fp OW 2Q og 0 Z_< Z Q � D 0� t UL) F O y z Y Z SHEET: 16 OF: 32 JOB NO.: 00716 DWG: PLAN13 St"-p-w-'a SCAN14tu ANI� ?, G --'r 14i , D - 3c