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Home My WebLink AboutzS-2843Set�� x �� W a c. _ � � "- oz tV Na 1 '-� o �W Q_ �� $o a �= o p � Two N o 25Y �" 4� 3345700220 � I o r FF =144.6 � .-, f � Q I l� _al //, I of ��!, ,� � � WI , ;, �� Il , EX. CB TYPE 1 � l� RIM 183.28 = / IE (S)= 179.38 ~ �', I � � I /�� IE (N)= 179.1.. ^I � ,� I � ��'`�/ / I � � O) a �a�� oN � "' I / � 3 I / i .., � B � , �' �- _ `� Z DRIVEWAY j�� 0 2 3345700235 • � 0 0 � r FF =759.7 - �-- -! � � i � I N J EX. CB TYPE I '- RIM- 195.29 IE (N)= 191.14 ,� � I l r I'( IE (S)= 191.34 I ti \'- .0 SET ENCASED ROAD MONUMENT PER CITY i W � . � OF RENTON STANDARDS I Q ®INTERSECTION � W 0 "$ �� F+1 �. t 3 60' R. 0. W. I� Z I wwp•s7 -iS�r I� \�� I o F�1 - - I � .. - � •_� SSMH 5 48 "m TYP W STA 2 +45.82, 2.78' RT. LINCOLN [[ = � _ - Q RIM = 160.121 (MATCH EX GRADt) I � IE IN = 148.22 (E) I � y� ^ F-i IE OUT = 148.12 (N) _I Y sn � ! 1 O� / INTERSECTION 2 +45.82 = 0 +00 y II .o �_ a � � } =� EX. CB TIDE ! -� RIM= 166.32 � I IE (S)= 162.27 - - �� "i IE (N)= 162.22 IE= 163.04 � / •� a 00 I ►�i �i NEW CURB FACE WILL BE 32' EAST '� O /� OF THE EXISTING WEST CURB '� , ~� Q ,_ ALIGNMENT. EXISTING ALIGNMENT _ I CJ BEGINS AT STA 8 +00. ,� � � � C-' SEE SHEET 148. } J I � � /�� _ _�� H {{I a �W Q_ �� $o a �= o p � Two N o 25Y �" 4� 3345700220 � I o r FF =144.6 � .-, f � Q I l� _al //, I of ��!, ,� � � WI , ;, �� Il , EX. CB TYPE 1 � l� RIM 183.28 = / IE (S)= 179.38 ~ �', I � � I /�� IE (N)= 179.1.. ^I � ,� I � ��'`�/ / I � U� _ � i, I / � 3 I / i .., � B � , �' �- _ `� DRIVEWAY j�� 0 2 3345700235 • � 0 0 � r FF =759.7 - �-- -! � � i � I N J EX. CB TYPE I '- RIM- 195.29 IE (N)= 191.14 ,� � I l r I'( IE (S)= 191.34 I ti \'- SET ENCASED ROAD MONUMENT PER CITY i W � . � OF RENTON STANDARDS I Q ®INTERSECTION � W 0 "$ �� - . IO ti �_� W �' Ipi B � 60' R. 0. W. I� I I � I wwp•s7 -iS�r I� M�1 RSHALL SHORT RLA T PORTION OF NW 1/4 OF NE 9/4 OF SECTION 32, TOWNSHIP 24 NORTH, RANGE 5 EAST, W.IVI. CITY OF RENTON i .,�.�, � - 10'T �;. `\\. ''II �_ /�� SOT T ✓ FF �F83.4 MIN \..., / mss.- - - \_ _•.�� /, U--I � sass °E o � y - \ �- - - -� - - - -� -rEr1c - - ,SSCO #2 j STA -0 +073 `� \� RIM = 1981 MATCH FIN. GRADE) �_ IE OUT = 19 .0 (N) I SSM� i STA 3-F 37.57, 5.83' LT. PLAT RD) STA 1 +24.80 (EASEMENT RD) 3345700182 RIM = 157.43 �h lE IN 149.96 (S) �'�� IE OUT - 149.86 (W) / t I r1� IIj � 5 - '� \ I ,ryh END. BRASS DISC IN 0 "�- "" "" �O CONCRETE IN % ONUMENT / � _ � ' - I � CASE AT SE 80th STREET _ _ �'S 3345700182 Aj�rD 116th AVE NE. ,; � � ��0 CITY OF RENTON CONTROL ' _ ! ,. - __ _ _ - _ _ _ _- 296.43' - - - � POINT No. 1893. _ m_ v,� �� -�- - - -� _ 1160 ' - � , D _ � _.. _ �� .1/ -\. � , _ � f�50' SUFFER _ _ �, � I I � 1 � '- � i 3165 SF I -�� l � �ADDITIDNA`L \\ 1 gg -- -�- � � ! � BUFFER � I -i- MIN_ - t I ,,,� � � � _ � / t i L 1. 170 4411 SF ��J X ROPOSED BUFFER a� �,I _ � t✓BR�uE�D��U� \- �C \��RED \it ,. �/ Ii I � QT � o � FF =159.2 � D -, � � =� ��'� 7 _ � �� _ � �� 8p I " ', a � ! v {If(f 1 a - �,S � - I ;� ! h I _`__ __ � \\ � - � l N .d._ � - _ 7 _ _ W 5� � BD � - - `� --�•� _ W A v �. � ` o IN. � , - � - I G \ ( N c� � �� _ � v � � � � '9 � � ul � �FFOi70�3 r`nIN `�'. �'oo -, �� I \ � 4�N I �� , _ \ \ ,�, \ V I � � PROPOSED BUF'FEi2__ I � j W i \ -\ !\ � � \. JI � � \ `� ' 1 l�' FF 179.4 �M1N �,\ ��i � �� ,L � ' Z I \/ �� ! I ( \ � � ` �r \ ��n.? I A � � �� . % u � I\ It71 �� _ _ � __ YP �` -� i-� � _, 1405 SF i�. N � � � �� ADDITIONAL SANITARY SEWER CONTROL SSMH X -COORD Y -COORD __. RIM _ELEV EX 1304446.39 195412.11 107.99 1 1304382.11 195361.55 103.58 2 1304354.29 195203.10 109.65 3 1304343.23 194938.42 124.48 4 1304338.77 194732.59 136.97 5 1304333.93 194583.88 160.12 6 1304455.88 194579.99 155.86 7 1304447.71 194337.93 198.00 ��N L. (q Q. o f,�W'A >Sy'I'c $ = ti�� rn � z v - 9375 � .c; a.. n.��SF\S -�\ � d - S /ONAL EN _EXPIRES 11/10 NOTE: THE EXISTING UTILITIES AS SHOWN ARE ONLY APPROXIMATE. OTHER EXISTING UTILITIES MAY EXIST. ALONG THIS PROPOSED ALIGNMENT. IT SHALL BE THE CONTRACTOR AND/ OR OWNERS RESPONSIBILITY TO VERIFY THE SIZE TYPE LOCATION AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO STARTING CONSTRUCTION CaII Before You Djg 1- 800 - 424 -5555 i 0 LOT \5 � J( � � j i END. BRASS PLUG IN FF =187.6 MiN ��. �� j� i CONCRETE IN MONUMENT �/\ � CASE AT SE 88th STREET I�� _ '�- J \ � a i AND 116th AVE NE. i � � \ ' r \ �; � � � CITY OF RENTON CONTROL \ � � � �� POINT No. 1835. i _ \_ � - i A�20�A.7E`I_� ON OI` l �- FXlcnun � ink WATER SFRUIl�C � iur � � - - --I - ua �a t ' �.O \ - - �2 SSMH 7 � EwsnNC lo'�NCIZESS7 pp � EGRESS &UTILITY EA_ STA i +074t5,;,�8.09" RT. rzECg assmosoo7s /ae RIM = 197.9 (MATCH FIN. GRADE) IE OUT = 190.0 (N) IE IN = 190.10 (E) - BY OTHERS 3345700216 WETLANDS FLAGGED BY J.S. JONES & ASSOC. SEPTEMBER 25, 1998. ROLL # 167 \296.40' 3345700217 � 0 CHECKED FOR COMPLIANCE TO CITY, ST'AAND�ARDS Bv�� 2�'� -- .DATE /�'7A1J B. DATE BY DATE ;� - i � - � - / S79 24'4g.E 1658.94. TRAP T A ,r LEGEND DECIDUOUS TREE CONIFEROUS TREE OD CATCH BASIN TYPE 11 ❑ CATCH BASIN TYPE 1 FIRE HYDRANT D4 WATER VALVE ® WATER METER -W -WATER LINE - x -BARB WIRE FENCE OS SANITARY SEWER MANHOLE zo GRAPHIC SCALE ( IN FEET ) 1 inch = 20 Yt. BENCHMARK BASIS OF BEARING: NAD 1983/91; BASED ON HOLDING THE BEARING OF N01 °32'50 "E BETWEEN CITY OF RENTON CONTROL POINTS No. 1835 AND 1893. VERTICAL DATUM.• NAVD 1988; BASED ON HOLDING THE ELEVATION OF 326.85 FEET FOR CITY OF RENTON CONTROL POINT No. IB35. ENGINEERS - SURVEYORS � EASTSIDE COMSIlL TANTS INC. SHEET 13 of 21 415 RAINIER BLVD. N 516 EAST. FIRST ISSAOUAH, WASHINGTON'98027 CLE ELUILI, WASHINGTON 98922 PH:14251392 -5351 FAX:392 -4678 PH:f509 /874 -7433 FAX:674 -7419 �/�, S- ��3'u� -e/ sCANN�D OCT 4 2000 0 4' �, fi. ��,Ve�/� 4/d NF a � w Nw oz N � �- � a IaOLL # 167 - -. - "il - � �' S �`P�ja � SCANNED OCT 4 2000 °o o -2.49 . � I 2 LF 8" PVC ®5 =1.39 SSMH m N � o � STA STA o + °�^' o � ATER &STORM CROSSING o c°iy � � N ^ �� O � � I i IE�N TA 0 +97.04, 3.44' RT � Gi � ± ^ � END OE PRIVAIE P.OA(� IE OU i �, �>j m W w AINTAIN 1' MIN. CLEARANCE � � W w W � STA 2 +57.75 k i — — __ � � EX 12" STORM � - � -- ` _� -- - � � UNDER DITCH � - � -�_� _ ,�S 0 o SSMH 7 � -- a o STA 1 +07.46, 18.09' RT. � _ \ � RIM = 198.0 (MATCH FIN. G ADE) - � � ' � ¢ IE OUT - 189.0 (N) � \ -� ,� � �� IE IN = 189.10 (E) - BY OT ERS �' ,_ ��,;;� 1 _ 240 CF 8 �7'UC \ \ \° � STA 1122.42, 1 17' LT ; \� I MAINTAIN 3' MI CLEARANCE WATER STORM CROSSING ®'S 7 )y � 233) I� STA 1+ i.04, 1.70' RT � ' ��. MAINTAI i" MIN. CLEARANCE � � I L►IVCOLN COURT IV.E. (PRIVATEI h� � m� � O N �� ^ ^ � A �, ,� m � � �, m � � � � P � � N � � h IaOLL # 167 - -. - "il - � �' S �`P�ja � SCANNED OCT 4 2000 _ � -2.49 . 'i 2 LF 8" PVC ®5 =1.39 SSM STA STA RIM IE IN IE 0 N � � �h N ^ �� O � � IaOLL # 167 - -. - "il - � �' S �`P�ja � SCANNED OCT 4 2000 N a v; �z Na � m 7c ri co N N q. '00 °,2 Q0-) G a G E-4 W W $4 H 0 r, r O W ti (21 I�E�r��i WW W VIl Z g Qa w O N� F� Q� �0 o� N rnww 4� m z z o c z m cl J 5 a d faJ � 3 MARSHALL SHORT PLAT PORTION OF NW 114 OF NE 114 OF SECTION 32, TOWNSHIP 24 NORTH, RANGE 5 EAST, W.M. CITY OF RENTON 150. 3345700171 RAISE RIM TO 112.0 & BACKFILL IE (NW &SE) = 109.75 �rEX I 1 I CS TYPE 1 12" CPEP 0 "-CORE DRIL4 EXIST. SSMH X90 \ 41211 IE= 108 -08 (NW &SE) EXIST SSMH ,... IE =98.44 (SW) SSMH #2 48 -0 TYP I . ?FIM= 10799 ® IE /N= 98.3.3 S(EN) RIM= 120.86 IE= 116.76 (N &S) RIM = 10799 IF IN = 98.34 (X. IE OU=98 4 ) no a-= STA 10 +26.75, ` -W `;W ACCESSED F OM ss L Q W W ��:O. LINCOLN AVE NE n AND 110TH P1 SE a- o SSMH 1 SHALLOW TYPE B - _ 12° CPEP =- / / E 3345700130 Q - 0 0. _. _. STA 10 +27.38, 6.14 RT. RIM = 103.58± (MATCH EXIST. GRADE) (MATCH EX GRADE) 3345700165 -. IE IN = 98.95 (SW) IE OUT = 98.85 (NE) 3345700166 \ SSMH #2 48 -0 TYP STA 8 +65.98, 5.06 RT INVERT AT 98.44 2 -- -n --- - - --� - " -- - ., EX CB TYPE 1 RIM = 109.73 RIM = 109.65± (MATCH IE IN 101.75 EX. GRADE) IE= 106.03 (NW &S) = (S) IE OUT= 101.65 (NW) BENCHMARK EO - - - _ - - -- AVE NE ca TYPE r - _ 161 LF - C - D. _ -- - -- INTERSECTION - - - _ /. ®5= 1.689, - -- -- - - - -- - - ' LN �- W -� -- - , _ _ _ e F. = STA 0 +00 NE 40TH _ _ _ :.:... ... .. .. EX CB TYPE 1 RIM 1/1.81 W W m ELEVATION: 326.65 (FEET) 3/8 IN. BRONZE PLUG & PUNCH ON CONC MON, -- ,..,i'`., 12' CPEP W W W EX. CB TYPE 1 109.73 C ' T CPEP `� - - IE= 103.56 _ DRIVE IN CASE, DN. 1, 1.7' SOUTHERLY & 13.0' WESTERLY OF THE CONSTRUCTED INTERSECTION T� -r-- - 1104.01 WA y 7 EX. SIDEWALK &CURB 'YPE RIM= 714:94 CB TYPE 1 RIM- 107.92 3345700110 IE= 104.47 (N &S) 3345700112 3345700115 -10934 (1 IN- 106 -44 [' IEi� UT -106 -u NEY� IE SE _ 175 IE @ PROPOSED SEWER XING =105.6 - - - - - -_ _ Z 150. 3345700171 RAISE RIM TO 112.0 & BACKFILL IE (NW &SE) = 109.75 �rEX 1 I CS TYPE 1 12" CPEP 0 RIM =11128 IL= 109.93 NORTHING = 19 EASTING = 1304446.J9 41211 IE= 108 -08 (NW &SE) TYPE B SSMH #2 48 -0 TYP I EX. CB TYPE 1 wm Q RIM= 120.86 IE= 116.76 (N &S) RIM = 10799 IF IN = 98.34 (X. SE) STA 10 +26.75, -265 LF 8" CC 50 D.I. ® S 5.69' -W `;W 5.06' RT r =---T- ,W W W ��:O. 60 IF OUT - 98.34 _ 12° CPEP =- / / E 3345700130 EX- SSMH 1 I 0 NORTHING = 19 EASTING = 1304446.J9 41211 SSMH 1 SHALLOW TYPE B SSMH #2 48 -0 TYP I 0 RIM = 10799 IF IN = 98.34 (X. SE) STA 10 +26.75, 6.14 RT. STA 8+65,36, 5.06' RT + IF OUT - 98.34 (EX N) RIM = 103.58± (MATCH EXIST. GRADE) RIM = 109.651 (MATCH EX GRADE) EX. CB TYPE 1 CORE DRILL NE INVERT AT 98.44 "W) IE IN = 98.95 1 IE OUT = 98.8 SW) (NE) IF IN = IE OUT fOl.75 (S) 101.65 (N) Q RIM 120.86 BENCHMARK CITY OF RENTON CONTROL POINT 4/1835 ACCESS FROM LINCOLN AVE NE � IE= 116.76 (N &S) AND 110TH PL SE 125 DATUM: CITY OF RENTON (NAVD 88) EX CB TYPE 1 RIM 1/1.81 W _ _ - - ELEVATION: 326.65 (FEET) 3/8 IN. BRONZE PLUG & PUNCH ON CONC MON, EX. CB TYPE 1 109.73 = IE= 10761 (N &S) `� - - - IN CASE, DN. 1, 1.7' SOUTHERLY & 13.0' WESTERLY OF THE CONSTRUCTED INTERSECTION RIM = IE= 106.03 (NW &S) _ _ _ _ - - - OF SE 88TH STREET & 116TH AVENUE SE. IE @ PROPOSED SEWER XING =105.6 - - - - - -_ _ Z EXISTING GRAD F- LIN NAVE N. E- - - _ - - - - - n -- -(l- - �� --��- I►r r _ ___- CE ------ NEW LOC. TION Q EX. 12" CT EP CHECKED FOR COMPLIANCE - - -- 161 LF 8" C 50 D.I. S = 1.67% CROSSING TO BE TO CITY STANDARDS 100 2.4 OVER RAISED TO IE= 109.50 mil.. baJ BY�ATEIt� 82 LF 8" PVC 0 S =0.57 I BY ATE BY DATUM ELEV 90.00 z 10 +00 9 +00 8 +00 7 +00 6 +0 �p y„ 315 /OIf LEN 0 cc LINCOLN AVE. N. E. ENGINEERS - SURVEYORS EXPIRES 11 /10 /oU _ Qf'Al =C ino % "'20' =A QTQin= CONSlU 7 ----- eNC SHEET 15a OF 21 ROLL # 167 �O.• „_�O� 415 RAINIER BLVD. N 516 EAST FIRST E _ ISSAOUAH, WASHINGTON 98027 CLE ELUM, WASHINGTON 98922 PH:14251392 -5351 FAK392 -4676 PH:15091674 -7433 FAX:674 -7419 CID S- zd'u203 SCANNED OCT 4 2009 en ll!t oc 1� Z oa 5, '01 Co � g- MARSHALL SHORT PLAT m m PORTION OF NW 114 OF NE 114 OF SECTION 32, TOWNSHIP 24 NORTH, RANGE 5 EAST, W.M. CITY OF RENTON F4 Lo Z C) 3345700185 EX. CB TYPE I —7:-EX —CB C) 0 RIM=120.86 IE=116.76 (N&S) TYPE-T-- 'R 1 wm 'M '!o IE= 136- 76 E FI) 12.66 \ IE (N)=l IE- 12730 tu wm Z- i-� 1 8.34 12 CM A I — — — — — — — — — — C—' *-d Q F4 - .............. - w— 17 r MB M8 -- I — i ------------ 706 LF 8" CL 50 D 1 0 S=6.01- -- . I �LF - ol 8 CLJO D.i.:'g S .............. �57 -z—, —7- 0 Z w WW W T T T ----------------- W—w W 0 VVr W400, W ;T, <4 E T T T T T T7- T SSMH Q Iii STA 6+00, 3.71' RE RIM = 124.48± (MATCH EX. GRADE) STA 3-94.6, 3.87' RT. RIM = 136-97:L (MATCH EX. GRADE) z (j (D E IN = 116.58 (S) E OUT = 116.48 (N) I IE IN = 129-07 (S) IE OUT 128.97 (N) z cr 1 4 1 j 3345700130 z-+ 3345700132 3345700125 n7 N N + uj w co L) �4 MH STA 391T, 3-87 ' RT RIM = 136.97�L (MATCH EX. GRADE) o IF IN - 129.07 (S) RIA IE OUT - 128,97 (N) IE IE VVIE N - —E- o p OLN 85. @ 12.1357 @ 1�, GRAD[ CL 50D'L SSMH 113 STA 6+00, 3.71' RT. O RIM = 124.48± (MATCH EX. G ADE) ISMH #5 48"0 (TY P) + N IE IN = 116.58 (S) IE OUT 116.48 (N) EX. C183 TYPE I -TA 2+45.20, 2.18' RT. ?IM = 160.12± (MATCH EX. GRI OE) o o EX. CB TYPE I RIM-120.86 RIM=140.16 E IN = 148.22 (E) BENCHMARK IE= 116.76 (N&S) IE (S)=135.66 IE (N)=I35.46 E OUT 148.12 (N) CITY OF RENTON CONTROL POINT #1835 fn 6.5y DATUM: CITY OF RENTON (NAVD 88) ELEVATION: 326.65 (FEET) -- — 206 L F- 8" CL 5U u w 318 IN. BRONZE PLUG & PUNCH ON CONC MON, LU IN CASE, DN. 1, 1.7' SOUTHERLY & 13.0' WESTERLY OF THE CONSTRUCTED INTERSECTION OF SE 88TH STREET & 116TH AVENUE SE. X cl- C) c L cr o- 'o, + N iu CHECKED FOR COMPLIANCE TO CITY STANDARDS BYQOL�-�� DATE17 -a By�� DATE�oo BY —DATE— o m > co o) 7+00 6+00 5+00 4+00 3+00 2+00 LINCOLN AVE. N.E. ENGINEERS -SURVEYORS SCALES: HOR.! 1"=20' LT4 EASTSIDE.:CONSULTANTS INC. S Co U T ro� SHEET 15b OF 21 z 415 RAINIER BLVD. � N 515 EAST FIRST ISSAQUAH, WASHINGTON 98027 CLE,ELU114� WASHINGTON 98922 PH.*(425)392-5351 FAX.392-4676 PH.(509)674-7433 FAX.674-7419 VER. 1"=10' CI" O0 � � 9 a to f.. I i3 0 z I� -- i STA 2 +45.81, 2.71' lRT. LiNC0'_N 41 V I I 0 RIM = 160.19 IE IN' = 148.09 (E) P IF OUT = 147.99 (N) y T £ - gg � f J NTERSECTION / 2 +45.82 = O +OO 3? � Q 0 Vz N _ io z °y y o- � o o � w �000 co n n N 0 z 0 w EX. CB TYPE I RIM = 166.76 IE (S)= 162.27 I I IE (N)= 162.22 IE= 163.04 I . ®.A.. �H LL SHORT PLAT PORTION OF NW 114 OF NE 114 OF SECTION 32, TOWNSHIP 24 NORTH, RANGE 5 EAST, W.M. CITY OF RENTON TW =160.0 BW =154.0 �'Z7. N,j6'IO'20 "W - - f o - -- . LOT 1 ?i FF= 152 -0 MIN I 00 \ 1 6.5 ... ........ EX. CB TYPE I RIM= 183.89 IE (S)= 779.38 IF (N)= 179.13 1i f y IO ZI I ` I IQI �- 3345700235 DR/ VEWAY �- FF =159.7 -' EX. CB TYPE I IE =193.1 RIM = 195.91 IE (N) =191.14 IE (S)= 191.34 I F- SET ENCASED ROAD I w MONUMENT PER CITY W Oh RENfUN STANDARDS I. ! 0 INTERSECTION Q -0 +15.81 = 0 +15.97 X 0 W � I� 0 Iw c� Ow 60' R. O. W. LL II 3 ° -� S88*0 28 "I moo NEW CURB FACE WILL BE 32' EAST IE OUT = 190.0 (N) OF THE EXISTING WEST CURB til ALIGNMENT. EXISTING ALIGNMENT 103.58 BEGI "'S AT STA 8 +00. SEE SHEET 14B. 3 I_ 195203.10 ,I ,I 3345700c20 o FF= 144.6� d r . ®.A.. �H LL SHORT PLAT PORTION OF NW 114 OF NE 114 OF SECTION 32, TOWNSHIP 24 NORTH, RANGE 5 EAST, W.M. CITY OF RENTON TW =160.0 BW =154.0 �'Z7. N,j6'IO'20 "W - - f o - -- . LOT 1 ?i FF= 152 -0 MIN I 00 \ 1 6.5 ... ........ EX. CB TYPE I RIM= 183.89 IE (S)= 779.38 IF (N)= 179.13 1i f y IO ZI I ` I IQI �- 3345700235 DR/ VEWAY �- FF =159.7 -' EX. CB TYPE I IE =193.1 RIM = 195.91 IE (N) =191.14 IE (S)= 191.34 I F- SET ENCASED ROAD I w MONUMENT PER CITY W Oh RENfUN STANDARDS I. ! 0 INTERSECTION Q -0 +15.81 = 0 +15.97 X 0 W � I� 0 Iw c� Ow 60' R. O. W. LL II 3 rm a 588'0928 E -- o D t G � a \ SSCO #2 STA -0 +07.3 B RIM = 198t MATCH FIN. GRADE) ° -� S88*0 28 "I moo 195412.11 IE OUT = 190.0 (N) 1 1304382.11 195361.55 103.58 2 1304354.29 195203.10 109.65 3 1304343.23 LOT 3� �� 124.48 FF= 175.6 MIN \ / 00 194732.59 136.97 5 1304333.93 4 160.12 1_ 1304455.88 194579.99 155.86 10 I] , TYP; _�S p 1304447.71 IE =180.4 MI 198.00 u 1O'TYP �tl LOT ; FF =183.4 MIN / ul I ' r � 6 , rm a 588'0928 E -- o D t G � a \ SSCO #2 STA -0 +07.3 B RIM = 198t MATCH FIN. GRADE) ° -� S88*0 28 "I moo 195412.11 IE OUT = 190.0 (N) 1 I I3 I � � J U U m ( I warn � WETLANDS FLAGGED BY J.S. ,TONES & ASSOC. SEPTEMBER 25, 1998. SSMH #6 STA 3+37.63,,5.50' LL (PLAT RD) STA 1 +25.13 (EASEMENTIRD) 3345700182 RIM = 161.40 h E IN = 149.81 (S) IE OUT = 149.71 (W) I n1 150 I \ orp 3345700182 X70 -� � .296.43' f -ti _ - 1160 I D 50' BUFFER - 3165 SF 1 - / ADDITIONAL BUFFER 3 po f 156.2 MINA r \R -- & ----------- I 1 a 170 _ 4411 SF ROPOSED BUFFER= 1 °. REDUCED 1 I k.- FER -L 0T 1 FF =159.2 8 "THESE PLANS ARE AS -BUILT AND THE INFORMATION SHOWN ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS OF THIS D, "TE: DECEMBER OF 2000" AS -BUILT NOTES 1. THE AS -BUILT LOCATION OF THE STORM, SEWER AND WATER SYSTEM IS BASED ON FIELD LOCATING MANHOLES, CATCH BASINS, DETENTION VAULT, PIPE INVERTS, VALVES AND WATER METERS. 2. THESE DRAWINGS ARE BASED ON THE CITY OF RENTON'S G.P.S. CONTROL NETWORK. 3. ALL FIELD WORK WAS PERFORMED IN DECEMBER, 2000 USING A TOPCON CTS -3 TEN SECOND TOTAL STATION WITH RESULTING CLOSURES EXCEEDING THE MINIMUM ACCURACY STANDARDS AS SET FORTH BY WAC 332 -130. FWD, BRASS DISC IN CONCRETE IN MONUMENT CASE AT SE 60th STREET AND 116th AVE. NE. CITY OF RENTON CONTROL POINT No. 1893. r SANITARY SEWER CONTROL SSMH X -COORD Y -COORD RIM ELEV EX 1304446.39 195412.11 107.99 1 1304382.11 195361.55 103.58 2 1304354.29 195203.10 109.65 3 1304343.23 194938.42 124.48 4 1304338.77 194732.59 136.97 5 1304333.93 194583.88 160.12 6 1304455.88 194579.99 155.86 7 1304447.71 194337.93 198.00 r � o \ �T 0 A C 0 BU 5 41 Cil �-Q _ �j tg + L ®0 3 MIN LEGEND III ° \w FS,_ =:?.LORECTEDPLAN DECIDUOUS TREE - \ THIS DRAWING HAF 1 �N PREPARED CONIFEROUS TREE BASED ON INFORM OPT _L) FROM �e OTHERS, Op CATCH BASIN TYPE If ❑ CATCH BASIN ,YPE 1 FIRE HYDRANT a PROPOSED BUFFERS NOTE: THE EXISTING UTILITIES AS SHOWN D4 WATER VALVE ARE ONLY APPROXIMATE. OTHER 6 , i z UTILITIES WATER METER ALONG THIS PROPOSED ALIGNMENT. FF =179.4 �tdlN IT SHALL BE THE CONTRACTOR AND/ +�� k a - W- WATER LINE OR OWNERS RESPONSIBILITY TO VERIFY THE SIZE TYPE LOCATION AND DEPTH OF ALL EXISTING UTILITIES - -BARB WIRE FENCE 1 PRIOR TO STARTING CONSTRUCTION OS SANITARY SEWER MANHOLE Call Before You ®a9 1- 800 - 424 -5555 q,f YP 1405 SF #C F' N ADDITIONAL 5'TYP �- a ER GRAPHIC SCALE 5 ,' zo � s LOT ao I � \ �I � " END. BRASS PL'_'G IN � FF =187.6 MIN ' CONCRETE IN MONUMENT ; \ I 1 CASE AT SE 88th STREET ( IN FEET j APPROXIMATE LOCATION OF a AND 116th AVE. NE. 1 inch = 20 ft EXISTING VATE WATER SERVICE LINE CITY OF RENTON CONTROL i _ EXI T. SSM4 _, , RELOCATE TO .5�SOUTH OF NORTH �� / RIM 193.28 � POINT No. 1835. BASEMENT LINE / _ t - _ -FL -° 59 BENCHMARK BASIS OF BEARING: SSMH #7 -. - - NAD 1983191; BASED ON HOLDING STA +07.57, 12 RT. EXISTING 10' CRESS/ 296.40' THE BEARING OF N01 °32'50 "E ,i�R EGRESS & UTIDTY EASEMENT j RIM =98.0 +� REC# 88901050p76/88121907 1 0 I \ / 57924 4¢•E BETWEEN CITY OF RENTON CONTROL IF OUT - 188. (N) 1658 POINTS No. 1835 AND 1893. IE IN = 188.85 (E) - BY OTHERS 94' VERTICAL DATUM.• 3345700217 NAVD 1988; BASED ON HOLDING THE 3345700216 I o TRACT A ELEVATION OF 326.65 FEET FOR C:TY OF RENTON CONTROL POINT No. 1835. CHECKED FOR COMPLIANCE TO CITY STANDARDS ENGINEERS - SURVEYORS BY DATE BY DATE EA T OF CONSUL TA &0Ti vit- SHEET 13 OF 21 %em BY DATE 418 RAINIER BLVD. N 814 EAST FIRST ISSAQUAH. WASHINGTON 98027 CLE ELUIIL WASHINGTON 98922 �`o pi 6�9 FR / fw _w, rr, c cxD w 7w 9 • l • u 20 17. a i MARSHALL SHORT PLAT PORTION OF NW 114 OF NE 114 OF SECTION 32, TOWNSHIP 24 NORTH, RANGE 5 EAST, W.M. CITY OF RENTON LOW POINT ELEV - 195.81 HIGH POINT F_LEV = 199.02 LOW POINT STA - 0 +08.05 HIGH POINT STA = 0 +69.88 PVI STA = 0 +16.50 PV STA = C +79.00 PO ELEV = 195.60 PVI ELEV = 202.08 A.D. = 12.37 A.D. = -25.37 F: = 202 K = 3.94 i 25.00' VC 1 100.00' VC �1 C a o E� c OTHERS � W u SSMH 1 2 LF 8" PVC 0 S =1.3% o 75( oo BY _ DATE ENGINEERS - 4� fig DATUM ELE1 140.00 STA a TA v�wa -• ATER & STO °M CROSSING N � IM RI RIM y to o Z /E 0 ) IN TA 0 +97.04, 3.44' RT MARSHALL SHORT PLAT PORTION OF NW 114 OF NE 114 OF SECTION 32, TOWNSHIP 24 NORTH, RANGE 5 EAST, W.M. CITY OF RENTON LOW POINT ELEV - 195.81 HIGH POINT F_LEV = 199.02 LOW POINT STA - 0 +08.05 HIGH POINT STA = 0 +69.88 PVI STA = 0 +16.50 PV STA = C +79.00 PO ELEV = 195.60 PVI ELEV = 202.08 A.D. = 12.37 A.D. = -25.37 F: = 202 K = 3.94 i 25.00' VC 1 100.00' VC 5.79 0 +00 0 o INTERSECTION W /LINCOLN AVE. N 0 0 CENTERLINE © STA 2 +45.20 of J pa o a 00 O O F O� N L) I c, . C9 m J zz d 15( SSMH #5 STA 2 +45.81, 2.71' RT. (LINCOLN AVE) STA 0+01.71, (EASEMENT ROAD) RIM = 160.19 IE IN = 148.09 (E) IE OUT = 147.99 (N) z 0 'w DATUM ELEV 130.00 0 1 +00 -2 0 2z 2.00% -0.50% °o o +" OTHERS SSMH 1 2 LF 8" PVC 0 S =1.3% o BY DATE oo BY _ DATE ENGINEERS - SM BY DATE STA a TA Io N o � -• ATER & STO °M CROSSING T, A � IM RI RIM o to o N /E 0 ) IN TA 0 +97.04, 3.44' RT j: w c: ± END OF PRIVATE ROAD IE OU v l > > W AINTAIN 1' MW. CLEARANCE w STA 2 +67.75 v L w w j w -2 9 � O _ EX. 12" STORM - - UNDER DITCH Qc [l SSMH 7 \ 00 STA 1 +07.57, 18.12' .RT. + 0 RIM = 198.0 \ �Q IE OUT = 188.75(N) ` ' "" ✓ 3 IF IN = 188.85 (E) - BY O)HERS "nc WAR & STA 1+22.42, 1 77' LT l'liC S�7 2339 MAINTAIN 3' MIA. CLEARANCE WATER & STORM CROSSING .29 STA 1+31.04, 1.70' RT MAINTAI 1' MIN. CLEARANCE LINCOLN CO UR i N.E. (I- I I VA TO rn ^rn cow p NC) Go ^ rn ^ 5.79 0 +00 0 o INTERSECTION W /LINCOLN AVE. N 0 0 CENTERLINE © STA 2 +45.20 of J pa o a 00 O O F O� N L) I c, . C9 m J zz d 15( SSMH #5 STA 2 +45.81, 2.71' RT. (LINCOLN AVE) STA 0+01.71, (EASEMENT ROAD) RIM = 160.19 IE IN = 148.09 (E) IE OUT = 147.99 (N) z 0 'w DATUM ELEV 130.00 0 1 +00 -2 0 2z 2.00% -0.50% 1.001 BASED ON INFORMAPOM ' FROM THE CON i FtN/ +" OTHERS 1 2 LF 8" PVC 0 S =1.3% BY DATE BY _ DATE ENGINEERS - SM BY DATE 4ST IDE CONSUL �AIV 'N�. TA RAINIER BLVD. N iOUAH, WASHINGTON 98027 1251392 -5391 FAX:392 -4878 516 EAST FIRST CLE ELUK WASHINGTON 98922 PH:(509)674 -7433 FAX:874-7419 T, A IM 11. IN /E 0 ) Lo 9 - 37.63, 5.50' LT. (PLAT RD) 161.40 = 149.81 (S) 149.71 (W) ;1 8 Z J 175 ►6 i i 150 2 +00 3 +00 3 +47.57 175 SEWER & STORM CROSSING STA 1 +24.8, 4.3' RT STORM IE =153.3 SEWER IE =151.1 150 4337.63, 5.50' LT. (PLAT RD) +16 O(EASEMENT RD) SCALES: HOR 1 " =20' T= 149. 149. 71 1 ( VER 1"z 10 T (W) 0 +00 1 +00 1 +30.63 UTILITY EASEMENT PROFILE BENCHMARK CITY OF RENTON CONTROL POINT #1835 DATUM: CITY OF RENTON (NAVD 88) ELEVATION: 326.65 (FEET) 3/8 IN. BRONZE PLUG & PUNCH ON CONC MON, IN CASE, DN. 1, 1.7' SOUTHERLY & 13.0' WESTERLY OF THE CONSTRUCTED INTERSECTION OF SE 88TH STREET & 116TH AVENUE SE. F�R 14111w "THESE PLANS ARE AS -BUILT AND THE INFORMATION SHOWN ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS OF THIS DATE: DECEMBER OF 2000' AS -BUILT NOTES 1. THE AS -BUILT LOCATION OF THE STORM, SEWER AND WATER SYSTEM IS BASED ON FIELD LOCATING MANHOLES, CATCH BASINS, DETENTION VAULT, PIPE INVERTS, VALVES AND WATER METERS. 2. THESE DRAWINGS ARE BASED ON THE CITY OF RENTON'S G.P.S. CONTROL NETWORK. 3. ALL FIELD WORK WAS PERFORMED IN DECEMBER, 2000 USING A TOPCON GTS -3 TEN SECOND TOTAL STATION WITH RESULTING CLOSURES EXCEEDING THE MINIMUM ACCURACY STANDARDS AS SET FORTH BY WAC 332 -130. i cCTFD PLAN T1 -11-: DRAWING HA.Q BEFN PPrn... -.--, p9�FtY1 o n L BASED ON INFORMAPOM ' FROM THE CON i FtN/ +" OTHERS CHECKED FOR COMPLIANCE TO CITY STANDARDS BY DATE BY _ DATE ENGINEERS - SURVEYORS BY DATE 4ST IDE CONSUL �AIV 'N�. SHEET 14 of 21 RAINIER BLVD. N iOUAH, WASHINGTON 98027 1251392 -5391 FAX:392 -4878 516 EAST FIRST CLE ELUK WASHINGTON 98922 PH:(509)674 -7433 FAX:874-7419 c, ,I' CXD `V MARSHALL SHORT PLAT -- - -- PORTION OF NW 114 OF NE 1/4 OF SECTION 32, TOWNSHIP 24 NORTH RANGE 5 EAST, W.M. CITY OF RENTON __- \\ - j ' ORE DRIL Eri(S - SSMH �� EMS-T. SSMH IE =98.4 (SIN) ^ G �� M= 107.99 r P� �E St O / \ E OUT =883 V) ) E=SS9ED O LACC1N A V.F E NM E AND 11 " -, SC 2 n SSMH J{' SHADOW TYPE 8 i ik d r J STA 10 +27.39, 5.76' RT. 3345700165 I I J RIM = 703.55 3345700171 ") \"` -IEEE/ F� _sue �3 �`r � IE IN = 99.17 (SW , IE OUT = 99.27 (NE) SSMH 2 48 0 TYP RAISE RIM TO 112.0 & BACKFILL T , {o 3345700166 \ 8 +65.98, 5.48 RT. IF (NW &SE) = 109.75 I EX. CB TYPE i 109.80 RIM= 109.73 = 101.90 (S) 12" CPEP cX CB TYPE 1 CRIM IE= 106.03 (NW &S) T = 101.80 (NW) ��RIM =111 28 IE= 109.93 - - tv- - - - - _ _ - CIE= 108.08 (NW &SE) ® P ro _ _ _ - - - � EX. CB TYPE I "� -- II RIM 111.81 W ° - -� o-- - - - - W W 167 LF 8» C� _ �- �_ _ -- i4 12p -- - EX. CB TYPE - wtif F - RIM =120.8 6 - 00 D. /. - vnt - - -- - INTERSECTION - - _ W �� `= 7.639 _ Ll� - _- _ -_ -� _, - IE= 116.76 &S)- _ � � j � NCOLN � - = STA 0 +00 NE 40TH - w - W 265 LF 8- CL 50 D.1. @ S 5.59 - - - = -- PEP W - -- W -W M 12" C 12' CPEP -W W �y - W I-- _ j _ W - - - T �- CPEP - - T r - -= W IE= 103.56- a _ DRIVE T -� I J T-- IE =104. G'1 _ I RI ce TYPE ❑ T - =��_ WAY - 7 EX. SIDEWALK P.tM= T ® � � &CURB tifi:94 / IE- 110.60 / CB TYPE I - 10934 RIM= 1047 (N &S) 3345700115 E Irur�jos.4as(rt 3345700 30 3345700110 334570011c _ �0 NE* IE SE _ 34 175 j BASED rg FROM F itOR AND OOTHE i j F= i s° 150 S�2 I eon. FVASN' /2�0� i--. •i. o N wa 2a } EX. SSMH NORTHING = 19 EAST,'NG = 130 RIM - 107.99 412.11 446.39 SSMH 1 SHALL W TYPE B SSMH r 48 "0 TYP ® + E iR -c i3 A7- -: E IN = 98.34 (X. SE) STA 10 +27.39, 5.76 R T STA 8 f- 5.98, 5.48' RT. z a z IE OUT = 98.34 CORE DRILL NE (EX. N) INVERT AT 98.44 RIM = 103.65 IE IN = 98.17( W) W) RIM = 1 IE IN = 9.80 01.90 (S) EX. CB TYPE 1 RIM= 120.86 FIE=116.76 BENCHMARK 5 ACCESS FROM LINCOLN AVE NE IE OUT = 98.2 (NE) IE OUT 101.80 (N) (N &S) CITY OF RENTON CONTROL POINT #1835 AND 110TH PL 5E DATUM: CITY OF RENTON (NAVD 88) ELEVATION: 326.65 o 125 EX. CB TYPE 1 RIM= 111.81 W _ _ - - (FEET) 318 IN. BRONZE PLUG & PUNCH ON COP:C MON, IN CASE, DN. 1', 1.7' SOUTHERLY & 13.0' Q EX. CB TYPE 1 RIM= 109.73 IE= 107.61 (N &S) Z - - - n _ _ _ WESTERLY OF THE CONSTRUCTED INTERSECTION i IE= 106.03 (NW &S) IE @ PROPOSED SEWER XING =105.6 EXISTING GRAD - �LINCN AVE -fir N.E. - - _ - - - - n ZL 3]�j_�5 - _ _ = OF SE 88TH STREET & 116TH AVENUE SE. N W o ° - - - - -- - - - - - - 161 LF 8" CL - -- 50 D.I. � S = 1.63% - ------ - - - -�� NEW LOC EX. SI CEP CROSSING TION TO BE CHECKED FOR COMPLIANCE TO CITY STANDARDS I I I 100 2.4' OVER RAISED TO IE= 109.50 - BY DATE 82 LF 8" PVC ®S =0.5% j BY DATE BY DATE i DATUM ELEV z U7 j W 90.00 N V ^ ap O co M ^ Cp O � 10 +00 9 +00 8 +00 7 +00 6 +0 j I i LiNC LN A VE. N.E. ENGINEERS - SURVEYORS - SCALES: "OR, 9 " =20' CONSULTANTS. INC SHEET 15a OF 21 415 RAINIER BLVD. N 516 EAST FIRST ISSAauAH, WASHINGTON 98027 CLE ELUM, WASHINGTON 98922 o z K~A • � apt � K EPl . �„- 10 , 0 [ j I PH:1425/392 -5351 FAX:392 -4676 PH:f509D674 -7433 FAX:674 -7419 F�i!R 1�4" ffm%,nqJLL 16�9 4 Ail� F�R 11 5 Rlqmw LL 16;9 - -- MARSHALL SHORT PLAT 0) RORTION OF N 1/4 Cii- NE 7/4 car SECTION 32, TOWNSHIP 24 NORTH, RANGE 5 EAST, W.M. c I9 , i= I CITY OF RENTON c! po om I a I I _JLl / ® m j I - -- _--_-L 3345700185 3 I l =31 I SS I N I �! -EX. CB TYPE ' - r�iM -120 Rai IE 1 I b. ib &S) — W i — -- EX. CB TYPET -- RIM= 140.16 WM — IE -136 76 , � ® U ��; \ m , ! = 126.31 "F--': 27.30 r 1 2° CM ,J — ° CPE -- - - - i-+-I --' - -- -rte— _ _ —_ — - — \ - - - - -- �_ ---.\ 1yo� 3 3A - -- 1 __ — - - — — -- I� W -- �� - _ 0 206 LF 8" CL 50 D.717777 5.98q �, 148 F 8" CL 50 D.l. p S= 289 o (6 — �m W W — — — — — T T —I -- n W w W �r yy, ` -- T - -- T— — T - - - -- T -- 1 - - - - -� -— T - - -T M M 0— o �� w— W400- W N V '� SSMHH ' SSMH #4 —� STA 64-00,85, 4.17' .RT. RIM = 124.78 STA 3 +94.16, 4 -27' RT. I z p I o IE IN = 116.58 (S) I RIM = 13701 (MATCH EX_ GRADE) Z I � I IE OUT = 116.48 (N) I IE LN = !29 -01 (S) IE OUT = 128.91 (N) it 3345700130 a I 3345-1 00132 I 3345700125 rn p N 1� 00 �°m°om� �L6 ZN 2N II ZO tki,�W W O I I I V j Y W W ._ remccR -- AN f� 4308 IM ®RA1huh: � ••:�• BEEN PREPARED BAS® ON INFORMATION COMPILED m I yy �aa SSM3+94-16, 4 RT. STA / i� ice, FAA TW CONTRACTOR AND ®THERS BY d/ 4m -27' RIM = 13701 / - , i i i / EX DATE - - -° -- t o N IE IN = 129 -01 (S) IE OUT = 128.91 (N) / i Rit E IE CD ® SSMH STA 6 +00.85, 4 RIM - 124.78 _ _ EXISjNG GRADE— � _ LI NG�j N AVE N S i ' 12. % 8° C� 0 5 ° SMH 5 48 "0 TYP `� 43fi ®.yQ L Aa EXPIRES O j z z ® � EIN = 116.58 (S) IE OUT = 116.48 (N) � — _ _-- _—__— � EX. CB TYPE I TA 2 +45.81, 2.71'RL IM = 160.19 i/o Z/ , 0 i 0 o o z EX. CB TYPE I RIM = 120.86 _ _ _ _ — — _ `- _ _ _ _ _ _ _ — — RIM= 140.16 IE (S)= 135.66 E IN = 148.09 (E) E OUT = 147.99 (N) BENCHMARK CITY OF RENTON CONTROL POINT #1835 OF RENTON 88) IE= 116.76 (N &S) — _ — _ _ — IE (N)= 135.46 DATUM: CITY (NAVD ELEVAT 326.65 (FEET) _ _ _ _ _ —8" CL 50 ' ' W 318 IN'OBRONZE PLUG & PUNCH ON CONC MOH, IN CASE, DN. 1, 1.7' SOUTHERLY & 13.0' rl _ _ _ WESTERLY OF THE CONSTRUCTED INTERSECTION I OF SE 88TH STREET & 116TH AVENUE SE. N cc N-1 N C) Z m CHECKED COMPLIANCE TO CITY STANDARDS BY _ DATE BY ____DATE I i BY —DATE—. z liJ C i �I O N co Lq cb 7 +00 6 +00 5 +00 4 +00 3 +00 2 +00 LINCOLN A VE. N.E. ENGINEERS SURVEYORS 78mat, SCALES: HOR. 1 " =20' EAST IDE t%^m !1L 1'A.:T� , . ��'F�'� i5b O� 21 415 RAINIER SLVG° N 518 'EAST FIRST ISSAQUAH, WASHINGTON 98027 CLE ELUAL WASHINGTON 98922 O � _ a y: � ®��•�� VER. 1 fq 10' i P":14251392 -5351 FAX:392 -4878 PH:i509i874 -7433 FAX:674 -7419 Ail� F�R 11 5 Rlqmw LL 16;9