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SWP272266(2)
"` SANTANA TRUCKING AND EXCAVATI 3 "2 W- o H fifoject Summary Report March 24,2004 PONDRENT 07:37 AM Renton Det.Pond Project Material Totals by Group Boundary Area Volume Conversion Converted (ft) (sq ft) (cu yd) Factor Volume Drawings:Survey Pond Exc;Survey Pond Exc. Project Excavation Totals for Selected Areas of Interest Tight Tight %Cut %Fill Adjusted Adjusted Cut Fill Swell Shrink Cut Fill cu d cu d (cu yd) (cu yd) cu d cu d Survey Pond Exc: Existing vs.Pond Excavation Survey Pond Exc. 8056.48 9.45 0.00 0.00 8056.48 9.45 Project Total: 8056.48 9.45 0.00 0.00 8056.48 9.45 Export: 8047.03 8047.03 Culp �r -561,4 �S ink P a( D ra01 VS Prc- eYCaV , top0 p K - D ry L Pagel BAIMA & HOLMBERG INC. Letter of Transmittal To: c: Date: 3 Job No: Zl I I -ow/ a4b 6 1/ rr f...a -D re ro&,t) We are sending you attached under separate cover via No. Copies Description THESE ARE TRANSMITTED as checked below: for approval ❑ approved as noted - approved as submitted = as requested REMARKS: Copy to: signed: 1/I/ 100 FRONT STREET SOUTH • ISSAQUAH • WASHINGTON • 98027-3817 • 425/392-0250 FAX 425/391-3055 % ---7K-----7� - — 1 1 I 1 0 000, m �' 1` .00 k: 1 , / 1000, \� \ 1 , , . I ! 1 , fi I U � � III':. I � `1Iif I + I -IiII ! �:100, : � 1 , LI I :II I000 WMIN IN / I, / / 00, 00, Vol iOOF 'LOCATION --- ol �' —__ 2„G �-- 1, 4 v .. �- 10„INT- I — -- „-- _ -- - - s_wwYD 25+( II 8 23+00 — T► ?a�nn — , -- _ , I � 50' WETLAND BUFFER 77 i � / � .. ► - \ I r i r o .000, 1000, 000* I ��r / 100, 1 ' rllr l I I I f I I 1 III � r ► ► � I I I , I11111 1 ( , IIIIIIII IIII , \ IIIIIII IIII I III ► IIII IIII III IIiiII I III � � II � I � I llj 1\ IIIII I I I j l 1 1 1 1 1 IIIIII I I IIIII 1 1 I I IIIIIIII 1 1 1 1 1 I I I � I I � I IIII IIIIII 1 1 � � i Ii1111 i IIIIIIII + ll i 1 rf 1 III I ( � \ rllll � III � � I � I � I111 �I I � \ � rl Il II I IIII � j � 111 � I I � 1 I I I � I I I l I ' I I I I I � � 1 1 1 1 ► ) ' � ' I I I ► � Il � I I l l � i l l � � i I I " I ► , , ( I � 1 11 I I , I I � I I 4-It I I I I IIII I III 1 II I 11 1 IIIIII III I I I I � I I II1111111 / 100, Iwo loo I , I � , ' , ► I I , 111 / I I o I I I , , I I I IIII f' III I I I I D(sT ROOF )RAIN LOCATION JNKNOWN I ( I i /�• / // / // ' / i 0 City Of Renton By: D. Carey Project: NE 10th St Detention Pond 3/29/04 Verifies that Santana Calcs are correct within 2% to 3%, use Santana quantity for Final Payment. Pond Soil Excavation Volume - Based on Asbuilt Final Grades" Elevation Area Interval Average Volume Volume Area (ft) ( sf) ( ft ) ( sf) (cf) ( CY ) 406 12,150 2 13,740 27,480 1,018 408 15,330 2 20,395 40,790 1,511 410 25,460 2 26,660 53,320 1,975 412 27,860 1 23,390 23,390 866 413 18,920 2 15,450 30,900 1,144 415 11,980 2 9,990 19,980 740 417 8,000 2 6,545 13,090 485 419 5,090 3 3,600 10,800 400 422 2,110 1 1,835 1,835 68 423 1,560 2 1,125 2,250 83 425 690 0 345 0 0 425 0 425 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 SF = 223,835 8,290 =CY * Based on excavation grades going 3 ft horizontal beyond as-built grades shown by syrveyor Based on difference between preconstruction grades and modified as-built grades. Areas from AutoCad drawings (enclosed polylines). Excav for Embankment on west side polylined and added in. EXCVOL.XLS Page 1 City Of Renton By: D. Carey Project: NE 10th St Detention Pond 1/14/04 Detention Pond Design Water Volume -As-Built Elevation Area Interval Average Volume Volume Area (ft) ( sf) ( ft ) ( sf) (cf) ( CY ) 406 10,690 1 11,435 11,435 424 407 12,180 1 12,970 12,970 480 408 13,760 1 14,570 14,570 540 409 15,380 1 16,220 16,220 601 410 17,060 1 17,915 17,915 664 411 18,770 0.5 19,105 9,553 354 411.5 19,440 0 9,720 0 0 411.5 0 411.5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CF = 82,663 3,062 =CY Ac-ft= 1.90 Areas from 1/14/04 Baima & Holmberg Volume Estimate EXCVOL.XLS Page 1 I � I �/ // 11 1 i ► � I f I I I Ijllll ( � � ' III Ijiiil II I IIII III �: � � I i i ► � I I I III I i t I I I I I I I lill III I ; I ' ll III ' I ► ( ' ' I I I III , ' 1 1 I I I I ' I I I I I � � I � � III cn Iil{'jlll ' � I11 � I 1 I I IiI I I l j I I I I I ! IIIIi I 1 �� .�-_— II I I I I I IIIII III I 1 II I IiI IIIII I IIIIN � II1111 I I ` I I � ► IiI 1 1 I IIII ~ III I I ID I I � I Ilrl � r ^ o II Ilii � � Iljll Iii lip �� �'� � I rills ' lliii r I III � I I it r l l IIIII I III I I I ► + � I I I r r l r l l l i t I I l III III IIII � � I r r r I I III I / IIT I / III Ili rrl 1 �' ► rrr � II � � � I I I I r I IEI cn I ► I r l Al Aj �il I Ili � 1 ► I I r � ' rir r I I I IIII Ij trills ' � rjr r ��'rr ' I I I I I IIII r l 1 rr I I I � II r rr rl / r r / i 1 I I 11 � i ( I II ,'I ► ''I i `�I. IkII` Ii�` I I � � � � I III 1 I I i '�I ► I��� I � I 1 I I' I � I � � I I III � IIiEI � � T fl' il % ";I ' i if I � Ilfi it � �� Ilfll, l lfE 31 I I � 1 I I I I i 111If` II � Ilflkl III I I I 1 I III I I �� I _.__ I f l � ► � I f I I I 1 II I IIIII I � lif lf ( cu I I I I tz � I I It I � I I 1 � , rl III Illhlf ;'l � I lip llll J � Ij \ � I ► IIIII II I � 1 it � � l ' tK 1 �L -- -_ r i ;S L-k - F- < "w. f zr 3.1 f i wx Baima & Holmberg Inc. pauo 16 -1 - 03 100 FRONT STREET SOUTH ISSAQUAH, WASHINGTON 98027 (425) 392-0250 FAX (425) 391-3055 Pro iect: G'� T c r`.'r=`, Calc. by. Date: 0�! "dam Job No: 2///-0V/ Check b '� Y Dater_ Contractor: Field Crews:_3F r` `427' ❑ Centerline Date Set. ❑ San. Sewer Approved by. Date: Storm Drain ❑ Other:_ PoA-�D Job Supt. (Si-nctine): ITEM DESIGN EXISTIING CUT FILL STRUCTURE STA • O/S GRADE I.E. HUB ELEV. FEET HUND FEET HU,,:r L 4 I i L�7- - -; 7 'r G o ,, G , � 1 i7 Oca1 ,33 0 I ,5 z > o7 ' 77 a /7 c13 I I 07 �' f` ZI d(2 1-/° ° 7� - ` (r Q (v 'e' I NOTE: ALL STAKE—OUT INFORMATION IS SUBJECT TO 48 HOUR OFFICE VERIFICATION (EXCLUDING SUNDAYS). USE OF STAKE—OUT INFORMATION PRIOR TO VERIFICATION IS DONE AT USERS RIS::• Baima & Holmberg Inc. 100 FRONT STREET SOUTH ISSAQUAH, WASHINGTON 98027 (425) 592-0250 FAX (425) 591-5055 Project:—_5A1,j f nA,,A Colc. by. Q5 Date: Job No: 7-01--ol Check by. Date:—_______ Contractor. Field Crews: Dh.,V_%Q- /sTiT ❑ Centerline Date Set' 101/41a", San. Sewer Approved by. Date: Storm Drain ❑ Other: Job Supt. ITEM DESIGN EXISTIING CUT �JH STRUCTURE STA - O/S GRADE I.E. HUB ELEV. FEET HUND FEET i I I I I I -73 l zZ -- i I I C 0 c3 1 I i C 301 c83 A T, 50 ef 0 0;1 i I I I I o f is e_ W t!�L TO Ci? l 123,zze-I 0,8 6 Olt i 'j3 4W 0 C IT 1 ► 0, z'V�0/ I I I I I I i I NOTE: ALL STAKE—OUT INFORMATION IS SUBJECT TO 48 HOUR OFFICE VERIFICATION (EXCLUDING SUNDAYS). USE OF STAKE—OUT INFORMATION PRIOR TO VERIFICATION IS DONE AT USERS P,IS' Baima & Holmberg Inc. 100 FRONT STREET SOUTH ISSAQUAH, WASHINGTON 98027 (425) 392-0250 FAX (425) 391-3055 Project:_ Slit. T€ F4A �twl: Calc. by. CTR Date:__ Job No: Z16/-001 Check by. Date:------ Contractor: Field Crews: T h%�O /0- l> ❑ Centerline Date Set. /�/0' ❑ San. Sewer Approved by. Date: (AStorm Drain ❑ Other: Job Supt. (Si-•.Cture): -------------------------------------------------- ITEM DESIGN EXISTIING CUT FILL STRUCTURE STA O/S I -GRADE I.E. HUB ELEV. FEET HUND FEET qz 8o c � I� I i S �l►� �� �l� I z� • � I 90 Z I I I I -------------- I I I I I I I I I I I I I I I I I I I I I I I I- I I I I I I I i I I I I I I I I i NOTE: ALL STAKE—OUT INFORMATION IS SUBJECT TO 48 HOUR OFFICE VERIFICATION (EXCLUDING SUNDAYS). USE OF STAKE—OUT INFORMATION PRIOR TO VERIFICATION IS DONE AT USERS RIS" Baima & Holmberg Inc. 100 FRONT STREET SOUTH ISSAQUAH, WASHINGTON 98027 (425) 392-0250 FAX (425) 391-3055 Project:_ S4TVT61 rD LAC Q, ��� Colic. by. V�? Date; Job No: Check by. Date:___ Contractor: Field Crews: J 9�1f ❑ Centerline Date Set• San. Sewer Approved by. Date:_______ © Storm Drain ❑ Other: Job Supt. ITEM DESIGN EXISTIING CUT FILL STRUCTURE STA O/S GRADE I.E. HUB ELEV. FEET HUND FEET /e I Z-I'« ( Z'/lz � o�JI 1. I I4 i -- Ise I57I Z 7 F-0 Z'1 I I S`7 /2 AIE oy .12 I zo 1z11sW i /- // 07 /z" E you Zj I i, I eo I 12- I yap � I Ll CO, z "Sw I Z411 I I 05 I I i I I I I o �s I 10 e zllq I I I I i I I I I I I I I I I I I I NOTE: ALL STAKE—OUT INFORMATION IS SUBJLECT TO 48 HOUR OFFICE VERIFICATION (EXCLUDING SUNDAYS). USE OF STAKE—OUT INFORMATION PRIOR TO VERIFICATION IS DONE AT USERS RISK Baima & Holmberg Inc. - 100 FRONT STREET SOUTH ISSAQUAH, WASHINGTON 98027 (425) 392-0250 FAX (425) 391-3055 Project:, SwTr Calc. by. 13 Date: Job No: 2I/t-��l Check by. D at e: Contractor: Field Crews: ag_A ,T A. 'ti ❑ Centerline Date Set /o/it ❑ San. Sewer Approved by Date:.__ ® Storm Drain ❑ Other: Job Supt.- (SiG• C t`. re): -------------- ITEM DESIGN EXISTIING CUT FILL STRUCTURE S T A O/S GRADE I.E. HUB ELEV. FEET HUND FEET # y I I /o ys I pro 6-3 L125 o i 11 14o3-g i ,. I T11 -- C #I qr I d I 'v/0 �s q10 !Z7 O 0 67 I i 12j Z-//I w L05 I I i ST t o D Z/oS , -75 0� I I o ��I y/ �= I 78 I v I I I I i I I I / 'V z , F �r� ° I i zZ I i 0 L5 I I v s CIS -5- / 67 I o y�s�3 I � NOTE: ALL STAKE—OUT INFORMATION IS SUBJECT TO 48 HOUR OFFICE VERIFICATION (EXCLUDING SUNDAYS). USE O;r STAKE—OUT INFORMATION PRIOR TO VERIFICATION IS DONE AT USERS RISK Baima & Holmberg Inc. 100 FRONT STREET SOUTH ISSAQUAH, WASHINGTON 98027 (425) 392-0250 FAX (425) 391-3055 Project:_ !S/410 10 y � Colc. b y IF Date:_________ Job No:. 2 11/-Q® 1 Check by- Dote: Contractor: Field Crews:- ❑ Centerline Date Set. /D1/6L ❑ Son. Sewer Approved by. Date: Storm Drain ❑ Other: Job Supt. (SiC!.Ci !re): ITEM DESIGN EXISTIING CUT FILL STRUCTURE STA • O/s GRADE I.E. HUB ELEV. FEET HUND FEET I Fiil;;r Cgs 0 LL) I /� I o �3 I GO z� 0 0, g o7 i f, 1-3 i I I — F I /o .g yvq as I Q 104 4p �' 85ittoFev 07 � 'r � 1 vj I C F 440 1,7 ► S o9 Z 9 1 L_/0 39 0 /b '907 I I I I i I I i I I I i I i I I I I I I l I I I I i I I I I I I I I I I I I I i I i I NOTE: ALL STAKE—OUT INFODMAT10N IS SUBJECT TO 48 HOUR OFFICE VERIFICATION (EXCLUDING SUNDAYS). USE OF STAKE—OUT INFORMATION PRIOR TO VERIFICATION IS DONE AT USERS FISK. K Baima & Holmberg Inc. 100 FRONT STREET SOUTH ISSAQUAH, WASHINGTON 98027 (425) 392-0250 FAX (425) 391-3055 Project:__�Spt+vT CoIc. by. 23 Dote: Job No:_ 7_111—°4l Check by, Dater_ Contractor: Field Crews:= ❑ Centerline Dote Set.— Z0_Z1 f4.-, ❑ San. Sewer Approved oved by. Date:_ Q-Storm Drain ❑ Other: Job Supt. (Si,g•'1C tUre): ITEM DESIGN EXISTIING qTH FILL STRUCTURE STA O/S GRADE I.E. HUB ELEV. FEUND FEET I HUt;r � I �Z I a5 I I I Lip I .E yv� � o I lz Z,'O(, IZ z'/ ( aG 3�' Is(6 q09 -99 . I 0 106 z � y0k r <, Z "s Z-/O(, 3 60 L1iv E G'6 , „ 0 zT 8$ ` 140(, og 3 38 400 I I I I I Z// 2 72: i A I yo7 oc' 2 5,2 i I i I 12 I �o � Z 7z I YO7 I I I I I i I I I I I NOTE: ALL STAKE—OUT INFORMATION IS SUBJECT TO 48 HOUR OFFICE VERIFICATION (EXCLUDING SUNDAYS). USE 04F STAKE—OUT INFORMATION PRIOR TO VERIFICATION IS DONE AT USERS RISK Baima & Holmberg Inc. 100 FRONT STREET SOUTH ISSAQUAH, WASHINGTON 98027 (425) 392-0250 FAX (425) 391-3055 Pro ject:- :�AVJ V A WA Tl;tAe- t Calc. by. OB Date:- Job No: 111-O0( Check b A� y Date:__ Contractor: Field Crews: ❑ Centerline pate Set. /0%6&3 San. Sewer Approved by. Dote: ® Storm Drain ❑ Other: Job Supt. (Si�•'1C ia'e): ITEM DESIGN EXISTIING CUT FILL STRUCTURE S.TA O/S GRADE I.E. HUB ELEV. FEET HUtiD FEET I Hii;;r Ir I /6 I io I G//n ?' o 2-7- Is -- 'e I I `fir o 20 I /o sue- y/0 S 3 O 7_8 I s i I I U , 04 I oS'GG 141100 60 yob 2-1 yo !K/ 5� " +orr o 5 4' )- U o l I i i 112 Is l i eoI I I I I I 1 I I �a I I Q s$ 06 I _11i IdG g I I 8 I ►!T- I4 02 i 141ol s7 a I 1210t, I I 17 I I I I NOTE: ALL STAKE-OUT INFORMATION IS SUBJECT TO 48 HOUR OFFICE VERIFICATION (EXCLUDIING SUNDAYS). USE OF STAKE-OUT INFORMATION PRIOR TO VERIFICATION IS DONE AT USERS RIS::. City of Renton NE 10th St/Anacortes Ave NE Detention Pond Design Area/volume As-Designed Detention Pond Volume (Prepared by: Reid Adams, 1/14/04, CH2M Hill) Cumulative Volume Elev (FT) Depth Area (SQ FT) (cu ft) 406 11,100.8 - 407 1 12,606.4 11,854 408 1 14,169.6 25,242 409 1 15,790.4 40,222 410 1 17,468.9 56,851 411 1 19,205.0 75,188 411.5 0.5 20,101.5 85,015 Estimated Design volume As-Built Detention Pond Volume (Prepared by: Tom Redding, 1/14/04, Baima & Holmberg) Incremental Cumulative Volume Volume Elev (FT) Depth Area (SQ FT) (cu ft) (cu ft) 406 10690 - 0 407 1 12179 11435 11435 408 1 13763 12971 24406 409 1 15382 14573 38978 410 1 17057 16220 55198 411 1 18770 17914 73111 411.5 0.5 19442 9553 82664 Asbuilt volume 97.23% Estimated Design volume ; _ Chi-420 -� �� \� `��.` -��../J `�'.�. -`_ i` I I :2 Z 03 4.1 [ area: - - \ .•.. -"--•- `\ ` 1` \ \.\ { \�'.;' ' �f -Q]- \2 a-Z 4 .5 - __ N- 070.3- -- � B 17 �N 185185.1_! _,N 1851 1 - ., E 131277 `� \ '� - =Q)__----•- -------=`- 2�8ti5� E 131�"i,8�,6�=-="-.---- ----•-__- -• y� .S ` N ,.. .. ... . _ � _- -.._.`_ --------...._.___.--- QUARRY - - 3 CB 15 ---. --- ®405.5 186U = ^- - EEJ�S-RAMR-- _�7�' ��\ �..� 15 BLO.QK-'WALL. � `' _ SEE N 185244.3 \�7-z _ � -#- -..-._-��. 1 J -�------- _ � / N 18 6�` -----E-131-2�76'f � / ... -, 5�� D�TA "- 1# ^l� f 8 .55 E 1312T�44.2 \i� (SHEET EET DR-9 _ , ....____ { D D=�_ ` ----_ 3 2740. �J• N 185137.1 N 1 9 mot. E 13 2772. / 1� -- --' -__ _ _ -E 1312738.1 6 I a Vr E 1312738.1 185038.5 \ RA-EGENCY OVER ___.___----' f '� <�'' q ^ 13 f N 1852 ,-� � FL- 313.5 a `.. ` S P I LLWA1�-,SEE ` ------ - - - R \CTL N 1 \ 1 / S E 1312 28.5 E ` 1- - ---__. - ®406.0 c -� EL 412.2 N 185222:-7- --�` ` E 1312722.8 D R 9 `-- N 185241.4R- E 1E_ 312714.4 -� /�,�q L��3 �. r i 8„w - 412.2 .2-_N- 5242.8 - ----- ._.�_` - 2 . �.,\ ^� �\ �1 1 1 5\` . E 131 09.6 EL 413.5' E 1312721.E - f N 185022.9 \ I \ EDGE OF -`� �. 5 '�' _ N 1850$T�8 C 6 18 N 185034. EL 4�3.5 I B 16 GRAVEL - --' _ i ` _ E 1312699.2 ROAD ut �, ;�t� _ 4 .5 \ �� I 3 C j M I N. N 185223.8 C. y \ E 1312698.E ��o _ N 12' GRAVEL ACCESS ROAD �/��/ EL 413.5 - N - cV ` /T i-- --- - - CB 5_ (_ _ ... :E FENt_. CHAINLINK FENCE < j FENCE \ 1 HA.INLINK FENCE 206 \ POST DOUBLE 20 N 184999. 9 2.2 ( \ :1 MA P)° I oO COATE CHAK . 13. +z GAF IN � a? ~ STRUCTURE, EE LINK GATE. SE- a0 � IZlo CITY STD.. PLANS. ' 3 28.1 ----' T o a o aECIN ASPHALT DR-9 ASPHALT C E S ROAD - ACCESS OA D I ATCH EXISTING cl- TLEVATION s B G N REMOVE WI FENCE / I 0 0 o . SEE DR - 6 P LAN SCALE: 1"=20' o�Reid ,qo, of WA 013/26/2003 10:05 3913055 BAIMA HOLMBERG INC PAGE 01 POND 23 -03 1.«✓d Baia. Holmberg , Inc . ENGINEERS & SURVEYORS 100 FRONT STREET SOUTH JSSAQbAH, WASHINGTON 98027-3817 PR (.4:25)392-0250 FAX : (425)391-3055 JOB NO: 2111-001 TO: City of Renton ATTN: Dan Cary DATE: S to 26 2003 FROM: Kelly S 1dhan CC. CONTENTS: PJot.af eittVn pond points for 10`" street/Anacortes Ave job. ft—7Wct-N SWP-27-2266 COMMENTS: PAGES ([nc1uslb d&pagp): 2 FAX NO: 425-430-7241 09,/26/2003 10:05 3913055 BAIMA HCLMBERG INC PAGE 02 BON 4 20.00 f]'417.04, I Z7413.L5 NIP 401 40550 + f 4 C . I 405,..E 1 pd �.. ` L7 4 4 7 21.03 405.30 10�4 + + 4 '405.50 01063 4 6405 50 1 Y 419.67 A.; + ,.}. 4��40550 1C•11419.51 . 'f0419.72 :y 4 s40a 50 10419.71 + + ► tit A 4403.50 1 C74 23,02 4 405.50 i�. 4 4+l4.07' 4 A]3 1 °r 1�422.56 �'�641%49 ti9 i 4 0 non JOB SAWT'qNA zgo,: Z M -00/ BAIMA & HOLMBERG, INC. 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PRODUCT 2041(Single Sheens)205-1(Nddd) 421 C R 422 Ci R 1071 HUB /S 439 1072 HUB S 400 00 4 TOE D T POND 1066 1 T HUB S/S 401 TOE OND 41 TOE POND 1065 4 7 HUB S/S 437 TOE OND __ 1064 SET HU S/S 4 2 �-- 1 93 SET HU I S/S El TOE OND 4 6 1062 -o TOE POND SET HUB S/S 436 0' 30' 60' 90' 483 1061 TOE P❑ SET HUA6 /S 403 SET HUB S/S 403 4 5 419 408 TOE PON 1059 TOE 2ONDTOE OND SET HUB S/S 435 4 0 4 7 TOE PONDTOE POND 4 4 TO ND 1058 4 SET HUB S/S 404 43 EDG RAMP TO ND 4 EDG RAMP 4 6 0 4 TOE rM ND 57 TO SET HUB S/S 404 C ' S6 TOP { SET HUB S/S 434 10531 4 55 SET1�u / S4�7gS4E05 HUB S/S 405 46 COR 4 3 COR 421 C R 422 C R 1071 HUB /S 439 1072 HUB S 400 00 4 TOE D T POND 1066 1 -- ET-HUB S/S 401 TOE OND 41 TOE POND 10I65 4 7 HUB S/S 437 TOE OND 1064 SET HU S/S 4 2 3 SET HU S/S TOE OND Al 3u 4 6 ---- 62 0' 30' 60' TOE POND 90' SET HUB S/S 43G 4 3 1061 u TOE P❑ SET HU&6 /S 403 SET HUB S/S 403 4 5 4119 408 TOE POND _ 1059 TOE ONDTOE OND SET HUB S/S 435 4 0 4 7 TOE PONDTOE POND 4 4 TO ND �1OQ58 4 SET HUB S/S 404 43 EDG RAMP TO OND 4 EDG RAMP 4 6 0 4 TOE rM ND 57 TO SET HUB S/S 404 56 E SET HUB S/S 434 TOP 55 1 5314 El SET 46.�p 5493 05 HUB S/S 405 4 0 COR 4 3 COR Z )1) JOB BAIMA & HOLMBERG, INC. SHEET NO. OF 100 Front Steet South ISSAQUAH, WASHINGTON 98027-3817 CALCULATED BY- DATE Z (425) 392-0250 FAX (425) 391-3055 CHECKED BY DATE SCALE ............... .................. ............................... .............. .......... ............. ........... 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PRODUCT 204-1 jsmgie shm)205_1 jpajkA 08/28/2003 15:33 3913055 BAIMA HOLMBERG INC PAGE 01 Holmberg, Inc $..�VG `l►TERS & SURVEYORS too-WONT STREET SOUTH MQUA :WASWNGTON 98027.3817 :-PH!'.��5y,:0,2-U250 FAX: (425)391-3055 JOB NO: 2111-001 TO: # Tnkrig . A'TTNo ' FROM: .Iti :'S:.Torn CC; CONTEMN'.,_. COmmmmi`: PAGES 00oft-t K,0' 7. FAX No:. �5-�8�1611 08!28I2003 16:33 3913055 BAIMA HOLMBERG INC PACE 07 :& Holmberg Inc. 160. FRONT STREET SOUTH SA AH., WASHINGTON 98027 5�:'.39270250 FAX (425) 391--3055 Project:_ �f3WTA - s. Cole. .by. Dote. . . . Date: Job Iv o: 3B Lag Check by. Contractor: Field Crews: Centerline Date Set:.. S�T/o3 a Son. Sewer Approved by. Dote: [k Storm Droin 0 Other: ,lob Supt. DESIGN EXISTIING CUT FILL STRUCTURE 8T1�r.�: ` `. .~. 4 i$,? .`: GRADE l.E. HU$ ELEV. FEET HUND FEET lil1ND 27 r, 0 24 I 1 e q 07 o 3^ o ( o -31 zz- tJ a g zl cap - . i I - I NOTE: ALL STAKE=-OCt:T; i 7RtiFA: 3Tf:3S SUBJECT TO 48 HOUR OFFICE VERIFICATION (EXCLUOING SUNDAYS). USE O;"'S.fI�CErOU.T.7 01 'MAT70N PRIOR TO VERIFICATION IS DONE AT USERS PISK- 08128I2003 16:33 3913055 BAIMA HOLMBERG INC PAGE 06 _- -- 3 Iolniberg Inc. 10q, FRONT STREET SOUTH NSSAt?UAH, WA SHIN.GTON 93027 (425 a9 -0250 FAX (425) 391-3055 Project: MAMA, Calc. by. IT Date. Job No: ZI/,'—c+vl :a Cheek by. Date: Contractor: Field Crews: 3s El centerline �. Dute Set• $, �7fo3 fl Son. Sever Approved by. Dote: { Storm Drain 0 Other: Job Supt. {Si noW e): , .... - - IT.:EAd' :`.'_::>.;. UPSIGN EXISTIING CUT FILL -GRADE 1.E. NUB ELEV. FEET HUND FEET tiL't+D Lit I 7777 Z2 I d 15" CO D zS 38 14 I r� �lGH 77 ? # # og —LOCI o 0 .3 v q . tYON C ..- fy 0 'w -Yf 'I Y I I p7 9,d Y NOTE: ALL. STAKE•-( :T ti�tATl tlrJ; < SUBJECT TO 48 HOUR OFFICE VERIFICATION (EXCLUDING SUN DAYS). USE QF ST CL=Ctt37' AF.f li i4TION PRIOR TO Vr=RIFICAT10r14 IS DONE AT USERS PIS—' 08/28/2003 15:33 3913055 BAIMA HOLMBERG INC PAGE 05 Holmberg Inc. t 1.0-FRONT STREET SOUTH I S- Q:UAH, WASHINGTON 98027 4 �! 1392 0250 . FAX (425) 391-3055 Project: i A ,,:, :`. . . CaIC. by. �R Dote; job No:_?..Gths o/ - Che:.k by. Date: Contractor: Field Crews; Center line Date Set. /z o 13 San. Sewer Approved by. Dote: g Storm Drain D Other: Job Supt., (5ig'1Ctu.l -- lT1�11 DESIGN EXISTIING CUT FILL STRUCTURE & /4!:�:.`,;';. .:. '::. GRAVE LE. HUB ELEV. FEET HUND FEET HUND G3 .5 O s I 03 o° t /o !� 4 qr d 40 ID � . ti tt. a ?7 0 C *) n0- o z I Yr u 30 53)r �i /o E OS h _ i I NOTE ALL STAKE bid' f k MATDK..,IS=SUBJECT TO 48 HOUR OFFICE VERIFICATION (EXCLUDING SUNDAYS). USE QI=`:: ©U.T TION ;PRIOR TO VERIFICATION IS DUNE AT USERS RISK. 08/28/2003 16:33 3913055 BAIMA HOLMBERG INC PAGE 04 hlolmberg Inc. -- 100 FRONT STREET SOUTH ;_{ISAQUAH, WASHINGTON 93027 (425 i. 392`-0250 FAX (425) 391--3055 Project: SA/-V.MI * Colc_ by. Dote: Job No:, 2Z1i_aal! -- Check by. Contractor: - Field Crews: a/liJ' 0 Centerline - Dote Set• 4 7JOY _ 0 Son. Sewer Approved by. Doter (:Storm Drain ❑Other: Job Supt. -'; - - (SIB C'u-e): DESIGN EXISTIING CUT FILL SCRIJC7l3Rlr ;, _t::.':=; : : S GRAVE I.E. HUB ELEV. FEET HUND FEET HU.-m $ p dF d . L�wF �S 8 EL RJ - 7- 00 1 6 I tz } - y`�� s r q 7 I NOTE: ALL STAKE T Ii!ytl iy[AT 1 IS :SUBJECT TO 48 HOUR OFFICE VERIFICATION (EXCLUOING sunraAYs). USE OF . T A . OUT I ar' CATION PRIOR TO YERIFICATIO'N IS DONE AT USERS P.IS=�•. 08/28/2003 16:33 3913055 BAIMA HOLMBERG INC PAGE 03 8aima & F101mberg Inc. 300 FRONT STREET SOUTH ISSAOUAH, WASHINGTON 98027 (425Y-392-0250 FAX (42.5) .391--305.5 Project' -5 d=t314 Colc. by- J'Z Dote; Job No: !!t-oea Check by Date: Contractor: Field Crews;, ❑ Centerline Dote Set_ 81127A)S .� El Son. Sevrer Approved by. Dote:— ( Storm Drain D Other: Job Svpt. (Sanc tiJ-e). ITEM' DESIGN EXISTIING CUT �JFEE 51 RUC7URE 9T,R' Q�fS _ GRADE I.E. HUB ELEV. FEET HUN /9 r.0 , G g .500 ljo3 6193 I r 0 t n i N TE. ALL STAKE--OUT INFORMA-RON 1S, SUBJECT TO 48 HOUR OFFICE VERIFICATION (EXCLUDING SUNDAYS). USE OF STAKE—U.U;T INFORMATION PRIOR TO VERIFICATION IS DONE AT USERS P115KI. 08/28/2003 16:33 3913055 BAIMA HOLMBERG INC PAGE 02 -- --- 8ma & Flolmberg Inc. 100 FRONT STREET SOUTH ASSAIWAH, WASHINGTON 98027 (425} 39Z-{?250 FAX (425) 391--3055 Proje ct: Colc. by. Date. Job No- Z1/l.or�) ::^ - Check by. Date: Controctor: Field Crews: J'31KT5" Centeriine : Date Set• S.on. Sewer Approved by Date: Storm. Drain 0 Other: M; r. !�___r_.� Job Supt. (Si'''iCit tU'S): ITEM DESIGN EXISTIING CUT FILL STRUCTURE S:TA:.`: ': 4!IS. .:.: •,GRADE I.E. HUB,EIEV. FFI:t HUNG FEEL F��:iD Ia` 67 + sly o lei 70103 I 1 8 I 6 7 // 3t O °! j o 11,06 I 6 I f tA IS OFFICE VERIFICATION (ExCLuDjNG ALL SA -0W JEC7 TO Rh07Er SUNDAYS). USE OF.. T k!r-�OU7`'.'04FORMATION PRIOR TO VERIFICATION IS DUNE AT USERS i'ISL`' 06/14/2003 08:17 3913055 BAIMA HOLMBERG INC PAGE 01 3 I Holmberg, Inc. , E.NG�-1NE—ERS & SURVEYORS 100 FRONT STREET`soli H YSM-A' WAS UNGTON 98027-3817 PH *5)392-0250 FAX: (425)391-3055 JOB NO:2111-001 TO: sa a True 40-' . ATTN.- itch DATE; A $ttst l3,2t3.: FROM: . Kelly CC: CONTENTS: Sto m ct t iheiu. COMMENTS: PAGES..(Inchid FAXNO' 4 5-869-1611 08/14/2003 08:17 3913055 BAIMA HOLMBERG INC PAGE 02 04 & Holmberg Inc. ,104':FIONT STREET SOUTH [$t$AQUA'H, WASHINGTON 98027 (.425 2 4250 FAX (425) 391-3055 Pr vJect Calc. by. S Date; .fob No: Z1/4- ovE Check by. Dote: Contractor: Field Crews:_ J's / 477 Centerline Date Set* a San. Sewer Approved by. Date: Storm Drain [� Ofher: Job Supt. (Signature): ITEM. . '`;:..: DESIGN EXISTIING CUT FILL BTRucTulllw s1F ;4x + � afle. I.E. HUB ELEV. FEET HUND FEET HUND 4111 Z S Z e,L yay 1 36 30 Z_ cs f:S p AS �z 4 03 NOTE: ALL STAKE-OU WF &1 7-1fl14. 'i.S• SUBJECT TO 48 HOUR OFFICE VERIFICATION (EXCLUDING SUNDAYS). USE OF .STAKEC OUP II++IFORRMA710N. PRIOR TO VERIFICATION IS DONE AT USERS RISK. 08/14/2003 08:17 3913055 BAIMA HOLMBERG INC PAGE 03 i s & Holmberg Inc. 100"FRONT STREET SOUTH I60,49AN, WASHINGTON 9802-7 (425) 92 D250 FAX (425) 391—3055 Project: _ _ - Caic. by. •T3 _.Date: Job No: Check by- Date: :Co:ntroctor: Field Crews: : .0 Centerline Date Set San. Sewer Approved by. Date: `Storm Drain [�Other. Job Supt. (Signature). ITE'Iiil:.::;' DESiGN EXISTIING CUT FILL 'STRUCTURE •STA 0/0". GRADE �.E. HUB ELEV. FEET HUND FEET kNND t !r Cr { o' S' 43 74; 132 #. � y /7 CJ !3 # d P 3-� / �.L L Z 57- 41.v ft7 it 6 are OZ�• rj lan 't tt40► G/pZ 2 s J, 5 etp 5; ,' F of s # 043 t ! - 7„1 �! f av � 93 1 Z D NOTE: ALL STAKE=QUT F—D—RMAITON''IS BJECT TO 48 HOUR OFFICE VERIFICATION (EXCLUDING SUAIDAYS). USE OF,Sf OUT ll ' ?i b��A't'fON PRIOR TO VERIFICATION IS DONE AT. USERS RISK. 08/14/2003 08:17 3913055 BAIMA HOLMBERG INC PAGE 04 W & Holmberg Inc. .._ TOD.:FRONT STREET SOUTH i$` I WAH, WASHINGTON 98027 50 FAX (425) 391-3055 Project- 5r��� A: . . CaIC. b Je ���-._��` . • ��MY-_�:,.�- Y Date: .Job No: rr 1-aa Check by. Date: :,. Contractor: Field Crews:�R /k.j ❑Centerline Date Set •Son. Sewer Approved by. Date: (9Storm Drain ' 0 Other: Job Sept. (Signature)- fTEt ...;'.,;,-::'.:. '''; ,:`' ;::. ', ..= DESIGN EXISTIiNG GUT FELL STRUCTURE Z*�.;:.:e-r :::.: , Old:: :' R11Dt: t_E. NUB ELEV. FEET HUND FEET HUND D tq `�s D a S Is IWO 1 i W. f v 9 go 'a ht0 ALL STAKE--OUT. `i11 ` t A :3S:-$u CT O 48 HOUR OFFICE VERIFICATION (EXCLUDING 5UNDAYS). USE OF. STD= 71;f�'.,tf F0 11�..1TlON PRIOR TO VERIFICATION IS DONE AT USERS RISK. 08/14/2003 08:17 3913055 BAIMA HOLMBERG INC PAGE 05 an.8 & Holmberg Inc. 00:`FRONT STREET SOUTH I$SA.66AH, WASHINGTON 98027 FAX (425) 391•-3055 Project: Ca1C. by. 28 Date: Job. NO: 2i�►'D'r . =; Check by. Date: Contractor: Field Crews: 11 Centerline Date Set. 0 San: Sewed Approved by. Date: Rstarnn Drain .D Other: Q; Jab Supt. - - - (Signature): ITEM.. DESIGN EXISTIING CUT FILL STOUCtLME :$T/1•..'` ;:::`. ..• O!8 is GRADE I.E. HUB €!I;�t. Fi/:E�T HUND FEET HUNG �J60LO If {r o� 3$ i, t� liZ zQ:�j. D.� g� G 07 l0 �Z y/CA? /0 �c? J ov . •.::;z o .G y 73 w 7 Ze 0 14 wos 1 fi 9 ►: Z"d r U!r OZ 0 z Yz � gW 0�26 If f3 -53 NOTE: ALL STAKE-=Qt97`. ±if£3RAJA7IQl t5:SUBJECT TO 48 HOUR OFFICE VERIFICATION (EXCLUDING SUNDAYS). USE OF"'��i4K`��Gut-lh1 C1RkAA:T ON PRIOR TO VERIFICATION 1S DONE AT USERS RISK. 08/14/2003 08:17 3913055 BAIMA HOLMBERG INC PAGE 06 Holmberg Inc. `100:;,01RONT STREET SOUTH �8l ► ►H, WASHINGTON 98027 250 FAX (425) 391-3055 Project; 4 ,V_ #0054 Calc. by ti 8 .. t_Da e: Job No: 2ti - rd ',: Check by. Date: Controctor; Field Crews: k7 0 Centerline Date set O'Spn. Sewer s. " Approved by. Date: Q Storm' Dr6in 0 Other: 17. Job Supt. (Signature): DESIGN EXISTIING CUT FILL :371FttlCTURE E. FU ELEV. FEET FEET HU N1E Y: f • 39 a G. os tr ,r j 60 .ti ham,• . 7g o Ir 5 7 30 ;;. 00 za Zip 36 o Att?'IE ALL STAKE-C1 .�4"Fi - BJirCT TO 48 HOUR OFFICE VERIFICATION (EXCLUDING SUNDAYS). USE OF:S��4K aluT.:11 1 f '3 D1+1 .PRIOR TO VERIFlCA170N IS DONE AT USERS RISK. Fro ss�^I� 18+00 SSMH RIM=415 / _ CHANNEL- 01.17 i 2"G 00 123 _ NE 1 1 TH ST I �W S s 4401 N w-, - D " c — — — zI � D I ti LV ELEV= 3. 7 O I G I co �► G I I I N m I z - - - m 11 _I I - � O Cfi i _J I RIM=411.44 r CL BOTTOM=406.84 S INV=408.14, 1 " PIPE ry I SE INV=408.84, " PIPE ci RIM=411.15 I I C BOTTOM=409.25 E INV=409.65, 6" PIPE + CD w I o CD z ll \ O �I w o O S I � PO • I I _� G I i I I I I 1 1 t U 4 3 2 � 4 I — ► ; 440 0 R1 L=413.72 4 � 40 C BOTTOM=40 .87 W INV=410.25, 12" PIPE ;r NE 1 1 TH S S5 R��a�F —OHP — (�-- 3J� S Qt��aC�'lol� T �� � �3 0B''t �t�Jla�� l..g� y LbcI+T�Ur� Q T —6"W N 8 -r" —}— �E SAS--- A-LINE 19+00 4K6 T I ,ass U C — — —6»w—\ 18+00 8"s - - - - - -- -- - - >>x 2»G2 ��� LJ f✓��rn S-s _ L NE 1 1 T H STD NOTES: 1. SEE NOTES 1 THROUGH 10 ON DR-4. 2. CONTRACTOR TO PROTECT J I I ► EXISTING 6" AND 4" WATER 4 4333 440 MAIN. 3. RESTORE EXISTING MONUMENT I AS REQUIRED. 11 i N EXISTING UTILITY 7 RELOCATE EXISTING SIDE SEWER IF CONFLICTING 4. PROTECT EXISTING LANDSCAPING , PLAN OO ABANDON O AND ROCK WALL AND REPLACE r, 3 REMOVE EXISTING UTILITY WITH NEW STORM SEWER. SEE DETAIL Q IF DISTURBED. SCALE: 1 =20 3 CONNECT TO DRAIN STRUCTURE DD- 1 ®PLUG EXISTING STORM SEWER PIPE ®REMOVE EXISTING SIDEWALKS AND CURB AND GUTTER AND INSTALL SIDEWALK RAMP TYPE 2A. Po i -Sa��Q„ ,� UTILITY--TO--BE--REMOVED-.OR-RELOACTED--BY--OTHERS -----SEE--RENTON_-STQ_--PLAN_-F=3B----------:-------------------- ------------- ------ 3 REMOVE AND RELOCATE UTILITY _ (])REPLACE CURB AND SIDEWALKS AS NEEDED. _ PH 3 - Gas- 3 ' SEE RENTON STD PLANS-. : pH Ll - RAJ" 2. 6 - PH S- GAS - J. F 12"CPEP _ = : pr� 58 - ��s- ---------=-------------------=_-------------------=------------- ----:...---------------- ------------------- ................... .................- : : P►i � 3 - GAs- 6 p N BAIMA A HOLMBERG INC. Letter of Transmittal To: Dawr e Care Date: T 0 Li'tzr 6f gem�0 h Job No: 2.11 l -001 —loss �' ad y WN cq ev` WA 98OSS R�CF1FV� DI C ODD We are sending you x attached under separate cover via SOON No. Copies Description 1 l>✓ - DOI YI T 110, e_sr_ ye 4,6 N u►- d wo u I lf, a e L,,L+ Ca- mods ev t e I-e wt VVI e k4 r vas THESE ARE TRANSMITTED as checked below: C for approval [I approved as noted - approved as submitted - as requested REMARKS: Copy to: signed: 100 FRONT STREET SOUTH - ISSAQUAH - WASHINGTON - 98027-3817 - 425/392-0250 - FAX 425/391-3055 Re- Review Letter 3-12-04.txt Review Comment Letter dated 3/12/04 Review Comments: No. 1 -We will be sending a paper copy of the ASCII file and the measure down data from our field crew. No. 2-The Contractor will need to submit. No. 3 -The Contractor will calculate and submit. No. 4-The cards have been updated and will be sent showing the monuments in the construction area. Plans No. 5 - Points were put on separate levels prior to review, however, additional points were found in the pond area and put on the correct layer. Plans No. 6- (1)The information for the listed structures was added. (2)The"ex. drain"was added to the drawing (3) CB 20 was labeled incorrectly. The new rim is the correct elevation. (4) Spot elevations have been added (5) The contours along the top of berm were corrected Page 1 r,. ��. c.vv-+ ,.:•c �, ii �r r�civivty rL}rw 4C:� 4Jb (C41 t".l:ll!bG CITE!' OF RENTON FAX TRANSMITTAL Dept. of Planning/Building I Public Works Date: 3112 / 04 1055 S Grady Way, Renton, WA 98055 Number of Pa es include. cover -----Z:Z--- TO: Keggen Thompson -Santana From: Daniel Carey -Surface Water Utility Jim Weiding— Baima & Holmberg FAX# San 425-868.1611, BH 425-391-3055 FAX# (425)430-7241 Phone It San 425-568-1111, SH 426-392-0250 Phone# (425) 430-7293 E-Mail keggen@santanatrucking.com---- -E-Mail---tcar� ci.renton wa.us Subject. Review of As-built Information —2nd Submittal NE 10th St.I Anaeortes Ave. Detention Pond Hi Keggen, Jim, I reviewed the As-built information Baima & Holmberg sent me electronically on 3110/04. It appears that they did not make all the corrections requested in my 2116104 FAX The following information I corrections are needed. kEVIEW COMMENTS 1. The following items are needed per Special Provisions section 1-05.4(2) a. An AutoCad, or Excel file listing of the construction and as-built survey points including each survey point name, symbol, description, date, elevation, and any other survey information regarding the point. I� 2. Per section 1-05.4(2) Record Drawings, Santana needs to submit the redline qr—drawings that were kept showing all changes to the plans, pothole information, and information on the location and elevation of existing utilities encountered during construction. 3. Bid Item 14 pond Excavation r— b. The Contractor/Surveyor needs to provide calculations for the earthwork quantity for excavation of the detention pond to determine the total volume of soil removed for final payment for Bid Item 14 4. Sid Item 66 Reset Monuments A plan sheet or listing showing all existing City monuments and street centerline Qq pvl0� - monuments located in the construction area at the start of the project, and their x,y,z coordinates. For each existing monument that was destroyed during construction a new monument -10*"�—card needs to be provided with updated monument and reference point information. 4F (,g 2 Where construction destroyed existing reference points (i_e. the sidewalk was rebuilt ), new reference points need to be established and tied into the existing monument. A 4 G 31 new monument card needs to be provided. HARe Sys1SWP - Surface Water ProjectslSWP-27 - Surface Water Projects (CIP)127-2288 NE 10th St - AnaCOnOM01_2O02-Pond FilesllDOO-5 Conspd_CONTRACTOR\040312 Asblt Survey-doc Page f of 2 f - - .rrnt�-it-CrJ-t 1✓J GO t.l-1-i Ur-- Mr-141L414 r-ni_W 4:'J 4_�U (r41 I'.uz/uz The existing City monuments and cards are show in the Survey Control Network section of the bid document. There are about S existing monuments in the construction area. PLANS 5, It appears that several sets of survey data were placed in the plans electronic model space (pre-construction survey, construction staking and off set info, as-built survey points ?). "_The survey data does not seem to be included in the 3110104 Autocadd drawing. Please include it on separate layers as noted above. Identify the specific layers it is on. Each separate set of survey data needs to be placed on a separate layer. The information for the pre-construction survey, the construction staking, and the as-built survey information needs to be identified and on separate layers. The survey information needs to be set so the font size matches the existing text (Romans, 2.0 or similar) and does not change when the drawing is zoomed or the layer is turned on and off. 6. PLANS Plan Sheet DR-2 - There does not appear to be as-built survey information for CB-42,43, 43A, 4313, 50, 0A_ _Plan Sheet DR-6 - Identify the size and elevation of the "EX DRAIN"that was connected to CB-15A Plan Sheet DR-8 - C13-20, was the overflow elevation (top of rim) and invert surveyed ? ✓The overflow ring elevation needs to be surveyed. The new information submitted appears to give the pipe invert elevation (ok), and the elevation of the top of the bird cage (Not ok, the rim is needed). _Provide/ Identify the as-built spot elevations that verify the elevation of the bottom of the detention pond, emergency spillway, and the top of the berm along the west side of the pond. The as-built contour lines along the west berm of the pond are lower than the design elevation of 413.5 in two locations(about 110' and 135'from NE 10th St). The area may need additional surveying to determine if the top of berm was constructed correctly. Perform additional spot surveying as needed. Revise the berm contours,as appropriate. Call me if you have any questions. Thanks, Daniel ..1-1 HAFile Sya1SWP - Surface Water PrujectskSVVP-27 - Surface Water Projects (CIP)127-2266 NE 10th St - Anaoortes101_2002-Pond Filesll000-S Corr3pd_C0NTRACT0ft1040312 Asblt Survey.doc Page 2 of 2 TOTAL P.02 DESCRIPTION OF INTERSECTION MARK .... ............................ .............................Corner Date.... d . rr Section............................. Type of new mark set.... Typeof old mark found................................................................................................................... Township........................ ..................................................... 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City of Renton,Washington g g / Plannin Buildin /Public Works 6"'Floor, 1055 South Grady Way, Renton, T 98055 425-430-7200 t ' + ER Monument Tie S tch REF ENCE TIES $ j Field Page Date Made 3tE Book By LR£ x— SE r Mon /-Z4-o4 J,c 2 � IN Torte 's �vgd 9 v Q .Poc / D R. w nay / Nj COAL Mon,. / IQ lNC�=,� ' 'moo ' ! f l N T0/0 tll d a GvR pJ ! 1� f Described by �,,, Y-✓ j # 23Yy City of Renton,Washington-* Plan ningBuilding/Public Works / 6th Floor, 1055 South Grady Way, Renton, WA .98055 425-430-7200 (� REFERENCE TIES Monument Ties Sketch Field Page Date Made C'>R. °yyAr y Book By 235yyg�'`� �¢40o SCT Mf9N, /-26-6 .I.(..> E 1 ,,Oef--ZK4 \ 'Nm1 -4t 5 T. CoNG.Mom � INCASt= o-K .R. WA-1 C.w "'r0� HsE ' I'109 ;r► ° �—— �Hyd�aN t Described by I DESCRIPTION OF INTERSECTION MARK Date /-4-O¢ Corner Type of new mark set Co, ^,to,,, C4 Section /p Type of old mark found Township Z 3 Range S E Method of locating old mark u, w1a.. uwrer, Gu�ds G�.� ,ot F��- ivE io*h sT. /�4.,. Goy+eS /��E NE GG rrr,� or+ l�°n� a..,d S�•m �ySY'�� Manner in which reset Description DESCRIPTION OF INTERSECTION MARK Date /-Z6-c��} Corner Type ofnew mark set Section /O Type of old mark found Township Z3 Range S E Method of locating old mark y se p Mor, + cu�o1s Co.-�+-., I Fes,., V.- io sr. /,4,,4cne Krz Ay 8 /V.E, De_4-e_A,a q P,,M d Manner in which reset Description City of Renton,Washington-�O-Plan nin Buildin /Public Works 66'Floor, 1055 South G dy Way, Renton, WA 98055 425-430-7200 I REFERENCE TIES Monument Ti s SVetch i Field Page Date Made f tf Book By sir oflo J.v s vN CSC sE fJ� to / o I_D 7 K t a f o woj7 ^ PO(e ti) �_ #31�3 of 2 H5E 3; 3 #/o 24 Described by L;' City of Renton,Washin n Planning/Building/Public Works o-� 6°i Floor, 1055 South Gra y,Renton, WA 98055 425-430-7200 / REFERENCE TIES Monument Tie Sk h �' HSE Field Page Date Made 1A, f 1A3� Book By Sc`T J.GJ wAy r / C. lI, II Cf. fl r• V� �Df7K d lt1U? /ti ro P C$ t Cug6 r )I Described by r ! DESCRIPTION OF INTERSECTION MARK Date /-Zoo-o4 Corner Type of new mark set C,c mw*n ,Ae L. ,c Section /o Type of old mark found Township Z 3 Range S Method of locating old mark V S E o Mon omg v7 c_,,cl s Go.,Ego I F.o rs AVc iat"s T/Ar �o�es A��.•�� QGn�G.'� or. Fond ,,-d S�oiM S�rS�-e/r� Manner in which reset Description DESCRIPTION OF INTERSECTION MARK Date l-Z6 'Oq- Corner Type of new mark set Co G ^loll C—s e-_ Section /o Type of old mark found Township Z 3 Range S Method of locating old mark of sp M on sr. /A-,4 cOr�cS AvG , lV_E. pfr+4�rn+,a," Pd. d o.ncj 5ys4e 1 . Manner in which reset Description City�f'Renton,Washington Plan ningBuilding/Public Works # / � �3 61h Floor, 1055 South Grady Way, Renton, WA 98055 425-430-7200 Monument Ties Sketch I �> REFERENCE TIES} Field Page Date Made ` U # Book By NSE # I; < �� lODS SET Mu. I Z6 a G/ i J � w LQ£FK� �y < LA£TIC i 1 r 1 � E l Described by CITY ENGINEER'S OFFICE RENTON, WASHINGTON MUNICIPAL BUILDING 200 MILL AVENUE SOUTH * RENTON,WASHINGTON 98055 * 235-2631 MONUMENT TIES SKETCH REFERENCE TIES NSC- p HS E Field Book Page Date Made By LD;TK �1 J 14;-rap Caxa 3'7.'72 NE /Ot" -T- \ j i Described b .... 0. �:.�,.... PSPws-ot sr�siss List Pcints Report ' 03/15/2004 10: 52 File> g: \land development r2 projects\2100\2111-001\survey\cr\2111-001-cor.crd Job Description> Job Number> 0 . 000 Job Date> 2003 . 0724 PointNo. Northing (Y) Easting (X) Elev (Z) Description 121 184980. 1970 1312246. 6500 409. 7300 PK - CH2M HILL 122 184974 .2370 1312481. 5820 410 . 5700 PK - CH2M HILL 123 185646.2930 1312553. 2300 414 . 9200 PK - CH2M HILL 124 185701. 6990 1311995. 1470 411. 3900 PK - CH2M HILL 125 185900 . 5470 1312015. 5380 406. 9400 PK - CH2M HILL 126 186097 . 8940 1312017 . 9150 399. 0600 PK - CH2M HILL 127 186566. 3440 1312040. 6580 397 . 1700 PK - CH2M HILL 128 186549. 5800 1311392. 1690 395.2000 PK - CH2M HILL 129 185646. 3654 1312553. 0876 414 . 8938 FND H&T #123? 130 185611. 5425 1312565 . 0325 417 . 6491 FND TBM 131 185701. 6404 1311994 . 9531 411. 3213 FND PK- #124? 132 185697 . 8306 1312043. 5113 411. 9233 FND LEAD&TACK 133 185654 . 0743 1312035. 0301 412 . 5163 FND LEAD&TACK 134 185661 . 5836 1311989. 3466 411 . 7642 FND LEAD&TACK 135 185706. 1737 1311996. 2312 411 . 7787 FND LEAD&TACK 136 185679. 4939 1312016. 0891 410. 7547 FND MIC 137 185539. 4981 1312012 . 4181 413. 7181 FND MIC* 138 184973 . 4045 1312486. 8182 410 . 9626 FND PK 139 184973 . 8545 1312487 . 4485 410 . 8972 FND RR SPIKE 140 184953. 7964 1312691 . 5065 414 . 2275 SET PK/TAG 200 185293. 0000 1312842 . 6000 0. 0000 POND TRACT NE CO 201 184996. 8000 1312843. 3000 0 . 0000 POND TRACT SE CO 202 185002 . 2000 1312680 . 3000 0 . 0000 POND TRACT SW CO 300 185810 . 4489 1312019. 5231 410. 7547 TMP 301 185811. 6812 1312023. 8427 411. 9082 CB 43 302 185947 . 4018 1312023. 1143 410 . 7547 TMP 303 185948 . 6799 1312023 . 2392 411. 9082 CB 42 304 185522 . 5039 1312011. 9725 413. 7181 CL 305 185522 . 3335 1312018 . 4703 413. 7181 CB 50 306 185506. 5094 1312011. 5531 413 . 7181 CL 307 185506. 3102 1312019. 1505 413. 7181 CB 50A 308 185679. 4496 1312016. 1005 413. 7181 MON 309 185676. 6878 1312121. 0642 413. 7181 MON 310 185666. 9954 1312489. 4267 413 . 7181 MON 311 185617 . 0127 1312488 . 1116 413 . 7181 RP 312 185617 . 1291 1312538 . 1114 413. 7181 MON 313 185308 . 7699 1312538 . 8290 413. 7181 MON 314 185128 . 7506 1312491 . 6457 413. 7181 MON 315 184973 . 8043 1312487 . 5687 413 . 7181 MON 316 185673. 8734 1312228 . 0272 413. 7181 TEMP. 317 185675. 3729 1312228 . 0666 413. 7181 CB#2 318 185668 . 0341 1312449. 9504 413. 7181 TEMP. 319 185669. 5336 1312449. 9898 413. 7181 CB#3 320 185651.2514 1312524 . 5494 413. 7181 TEP. 321 185651. 9362 1312525.2781 413. 7181 CB#4 322 185450 . 7295 1312538 . 4987 413. 7181 TEMP. 323 185450. 7342 1312540. 4987 413. 7181 CB#6 324 185340. 7298 1312538 . 7546 413. 7181 TEMP 325 185340 . 7357 1312541.2546 413. 7181 CB#7 326 185263. 2669 1312526. 9026 413. 7181 TEMP 327 185264 . 5346 1312522 . 0660 413 . 7181 CB#8 328 185190. 7175 1312507 . 8873 413. 7181 TEMP Page 1 of 7 329 185191 . 9852 1312503. 0507 413. 7181 CB#9 330 185072 . 8300 1312490 . 1743 413. 7181 TEMP 331 185072 . 9747 1312484 . 6762 413. 7181 CB#10 332 184974 . 4600 1312462 . 6474 413. 7181 TEMP. 333 184977 . 5589 1312462 . 7289 413. 7181 CB#ll 334 185605. 7291 1312538 . 1380 413. 7181 TEMP 335 185605. 7338 1312540. 1380 413 . 7181 CB#5 336 184973. 5900 1312487 . 3600 0 . 0000 CL 21+19. 13 337 184978 .2200 1312246. 4700 0. 0000 CL 18+78 . 99 338 184964 . 5700 1313001. 9800 0. 0000 CL 26+34 . 63 339 184978 . 2775 1312243. 4806 0. 0000 TEMP 340 184988 . 2756 1312243. 6727 0 . 0000 CB #12 341 184977 . 7778 1312269. 4758 0. 0000 TEMP 342 184982 . 0770 1312269. 5584 0. 0000 CB 13 343 184973. 3960 1312498 . 4283 0 . 0000 TEMP 344 184976. 8955 1312498 . 4896 0. 0000 CB #14 345 184970. 8742 1312642 . 3062 0. 0000 TEMP 346 184985. 3720 1312642. 5603 0. 0000 CB #15A 347 184970. 2766 1312676. 4010 0 . 0000 TEMP 348 184975 . 9757 1312676. 5009 0 . 0000 CB #15 349 184969. 9962 1312692 . 3985 0. 0000 TEMP 350 184972 . 9958 1312692 . 4511 0 . 0000 CB 16 351 184968 . 5767 1312773. 3861 0 . 0000 TEMP 352 184969. 9765 1312773. 4106 0 . 0000 CB 17 353 184968 . 5066 1312777 . 3855 0. 0000 TEMP 354 184958 . 5082 1312777 .2102 0. 0000 CB 17A 355 184968 . 4365 1312781 . 3848 0. 0000 TEMP 356 184976. 5353 1312781 . 5268 0 . 0000 CB 17B 357 184970 . 1014 1312686. 3994 0 . 0000 TEMP 358 184960. 1029 1312686.2242 0. 0000 CB 16A 359 184996. 5167 1312274 . 8694 409. 5816 CB 360 184997 . 0356 1312510. 0587 410 . 5343 CB 400 185244 . 3000 1312761. 6000 405. 5000 TOE POND 401 185236. 5000 1312776. 4000 405. 5000 TOE POND 402 185185 . 1000 1312781. 5000 405. 5000 TOE POND 403 185134 . 1000 1312781. 6000 405. 5000 TOE POND 404 185070. 3000 1312772. 3000 405. 5000 TOE POND 405 185038 . 5000 1312740. 7000 405. 5000 TOE POND 406 185038 . 5000 1312733.2000 405. 5000 TOE POND 407 185081. 6000 1312738 . 1000 406. 0000 TOE POND 408 185096. 9000 1312738 . 1000 406. 0000 TOE POND 409 185096. 9000 1312721. 6000 406. 0000 TOE POND 410 185081 . 8000 1312721. 6000 406. 0000 TOE POND 411 185222 . 7000 1312722 . 8000 405. 5000 TOE POND 412 185262 . 1000 1312744 .2000 413. 5000 TOP 413 185254 . 1000 1312729. 8000 413. 5000 TOP 414 185248 . 9000 1312728 . 5000 412 . 2000 TOP 415 185241 . 4000 1312714 . 4000 412 . 2000 TOP 416 185242 . 8000 1312709. 6000 413. 5000 TOP 417 185223. 8000 1312698 . 6000 413. 5000 TOP 418 185034 . 3000 1312699.2000 413. 5000 TOP 419 185022 . 9000 1312710 . 4000 413 . 5000 TOP 420 185002 .2000 1312680 . 3000 0. 0000 COR 421 185298 . 3000 1312679. 6000 0. 0000 COR 422 185293. 0000 1312842 . 6000 0 . 0000 COR 423 184996. 8000 1312843. 3000 0. 0000 COR 424 185084 .2997 1312699. 0417 413. 5000 ACC RD Page 2 of 7 425 185134 .2995 1312698 . 8834 413. 5000 ACC RD 426 185184 . 2992 1312698 . 7251 413. 5000 ACC RD 427 185034 . 2620 1312687 .2001 413. 7500 ACC RD 428 185084 . 2618 1312687 . 0417 413 . 7500 ACC RD 429 185134 .2615 1312686. 8834 413. 7500 ACC RD 430 185184 . 2613 1312686. 7251 413. 7500 ACC RD 431 185223. 7620 1312686. 6001 413. 7500 ACC RD 432 185044 . 6047 1312720 . 6423 410 . 0700 EDGE RAMP 433 185056. 0074 1312709. 4367 410 . 0700 EDGE RAMP 434 185054 . 4600 1312756. 5596 405. 5000 TOE POND 435 185101 . 9654 1312776. 9158 405 . 5000 TOE POND 436 185159. 1000 1312781 . 5510 405. 5000 TOE POND 437 185209. 9778 1312779. 0316 405. 5000 TOE POND 438 185235. 5521 1312766. 4450 0 . 0000 RP=10 ' 439 185244 . 3987 1312771. 1074 405. 5000 TOE POND 440 185181 . 7019 1312722 . 4089 405 . 5000 TOE POND 441 185140. 7037 1312722 . 0178 405. 5000 TOE POND 442 185040. 5351 1312718 . 7218 413. 5000 TEMP 443 185039. 6816 1312720 . 5306 413. 5000 CL WALL 444 185137 . 1000 1312781 . 5941 405 . 5000 TEMP 445 185137 . 0392 1312750. 5942 405. 5000 CL WALL 446 185062 . 0624 1312748 . 7280 0. 0000 AP WALL 447 185099. 5508 1312749. 6611 0 . 0000 CL WALL 448 185071. 4169 1312733 . 2947 406. 0000 POND 449 185047 .2999 1312699. 1588 413. 5000 TEMP 450 185047 .2746 1312691. 1589 413. 5000 CB 19 451 185102 . 4000 1312721 . 6000 406. 0000 END PIPE 452 185005. 8001 1312699. 2902 413 . 5000 TMP 453 185005. 8160 1312704 .2902 413. 5000 CB18 454 185017 . 9066 1312715. 3058 413. 5000 TMP 455 185023. 8636 1312721 . 3691 413. 5000 CB 20 456 185053 . 2760 1312755 . 3831 405. 5000 TEMP 457 185049. 0467 1312759. 6391 405. 5000 END PIPE 458 185034 . 2440 1312736. 4708 405. 5000 TEMP 459 185032 . 8343 1312737 . 8894 405. 5000 END PIPE 460 185011 .2621 1312687 . 2729 413 . 7500 EP 461 185011. 1830 1312662 .2730 413. 7500 EP 462 185012 .2310 1312733. 0091 413. 5000 EP 1000 185682 . 6824 1312024 . 4110 411 . 9082 ASBUILT CB#1 1001 185969. 6377 1312023. 1468 404 . 8828 CB 1011 186358 . 7816 1312022 . 6779 394 . 8128 ASBUILT CB 40 1012 186329. 5201 1312022 . 0584 395. 0317 ASBUILT CB 41 1013 185691. 8414 1312049. 7603 411 . 5813 HUB 10 OS STLINE 1014 185696. 1453 1312043 . 4166 411 . 3968 CB 1015 185663. 1874 1312049. 5781 411 . 6717 CB 1016 185662 . 6367 1311990. 1844 411. 3355 CB 1017 185705. 3905 1311997 . 5761 411 . 1824 CB 1150 184850 . 1246 1312242 . 8680 409. 4720 CB 60 1194 184960. 9029 1312777 .2448 419. 7448 CL CB 17A 1211 184998 . 9470 1312679. 5996 414 . 1916 FND X 413. 99 1212 185004 . 5085 1312704 . 8807 413. 7359 SDMH 1213 185046. 4650 1312690 . 3436 413 . 6181 SDMH 1214 185104 . 3864 1312722 . 6950 405. 8715 IE 1231 185683. 2937 1312475. 5466 416. 3215 FND TACK/LEAD RP 1232 185681 . 7861 1312497 . 2172 416. 4235 FND TACK/LEAD RP 1233 185640 . 3920 1312549. 5471 415. 4741 FND TACK/LEAD RP 1234 185611 . 7967 1312553. 9973 415. 1649 FND TACK/LEAD RP Page 3 of 7 1235 185324 . 4916 1312554 . 4522 410. 1442 FND TACK/LEAD RP 1236 185298 . 7605 1312552 . 4834 409. 9416 FND TACK/LEAD RP 1237 185259. 0965 1312542 . 6812 409. 7925 FND TACK/LEAD RP 1238 185116.2773 1312472 . 6597 410 . 0181 FND TACK/LEAD RP 1239 185112 . 4770 1312509. 1167 410. 0848 FND TACK/LEAD RP 1240 185666. 9175 1312489. 3537 0. 0000 PC MON 1241 185617 . 1386 1312538 . 0060 0 . 0000 MON PT 1242 185128 . 8002 1312491 . 5089 0 . 0000 MON PI 1243 185308 . 7865 1312538 . 7052 0 . 0000 MON PI 1244 185232 . 6119 1312518 . 7306 0. 0000 MON INT 1245 185666. 9177 1312489. 3527 416. 1422 SET MAG 1240 1246 185617 . 1359 1312538 . 0045 415 . 2070 SET MAG 1241 1247 185308 . 7895 1312538 . 7039 409. 8729 SET MAG 1243 1248 185232 . 6206 1312518 . 7310 409. 9455 SET MAG 1244 1249 185128 . 7917 1312491 . 5087 410 . 0427 SET MAG 1242 1250 184973 . 8597 1312487 . 4484 411 . 1294 SET MAG 139 1251 184974 .2344 1312481. 5936 411. 0294 SET MAG 122 1252 184990.2183 1312676. 4232 413. 3685 EP1 1253 184997 . 9135 1312683. 4667 413. 4186 EP1 POC 1254 185006. 3299 1312686. 0998 413. 4513 EP1 PT 1255 185034 . 6203 1312687 . 3723 413. 5193 EP1 AP 1256 185034 . 8507 1312699. 9112 413. 7637 EP1 AP 1257 185025. 6521 1312711 . 4319 413. 5386 EP1 AP 1258 185017 . 6660 1312708 . 4807 413. 5628 EP1 POC 1259 185005. 0169 1312709. 4876 413. 5836 EP1 POC 1260 184996. 7130 1312714 . 6775 414 . 1028 EP1 POC 1261 184987 . 9454 1312726. 4159 415. 3276 EP1 AP 1262 185035. 0274 1312687 . 0268 413 . 3197 EG1 1263 185074 . 5951 1312687 . 6525 414 . 0180 EG1 1264 185114 . 7791 1312687 . 3157 413. 8950 EG1 1265 185149. 4208 1312687 . 1574 413 . 8579 EG1 1266 185186. 8915 1312687 . 0189 413 . 8417 EG1 1267 185231 . 0022 1312687 . 3222 413. 7771 EG1 1268 185245. 9656 1312700. 8241 413 . 7808 EG1 1269 185239. 9602 1312707 . 3878 413. 7271 EG1 @ TOP POND 1270 185234 . 0788 1312702 . 8131 413. 7669 EG1 @ TOP POND 1271 185229.2841 1312700. 7883 414 . 0717 EG1 @ TOP POND 1272 185192. 8084 1312699. 8019 413. 9837 EG1 @ TOP POND 1273 185153. 8404 1312699. 5851 414 . 1402 EG1 @ TOP POND 1274 185115 . 8807 1312699. 1330 414 . 0187 EG1 @ TOP POND 1275 185078 . 4675 1312698 . 8762 414 . 0448 EG1 @ TOP POND 1276 185035. 1086 1312699. 1347 413. 6425 EG1 @ TOP POND 1277 185035. 2966 1312699. 8802 413. 4299 EDGE RIPRAP RAMP 1278 185052 . 3474 1312708 . 8758 410 . 1790 EDGE RIPRAP RAMP 1279 185067 . 7687 1312716. 5543 407 . 6550 EDGE RIPRAP RAMP 1280 185081. 8341 1312721. 3882 405. 9808 EDGE RIPRAP RAMP 1281 185075.2615 1312719. 7833 406. 2743 EDGE RIPRAP RAMP 1282 185025. 8163 1312712 . 0000 412 . 9601 EDGE RIPRAP RAMP 1283 185032 . 5757 1312716. 1269 412 . 1209 EDGE RIPRAP RAMP 1284 185045. 1728 1312722 . 7873 409. 6764 EDGE RIPRAP RAMP 1285 185063 . 2684 1312729. 8995 407 . 1088 EDGE RIPRAP RAMP 1286 185068 . 3477 1312732 . 6599 406. 5555 EDGE RIPRAP RAMP 1287 185040 . 6313 1312722 . 2594 409. 6493 TOP CL WALL 1288 185053. 7340 1312738 . 3465 409. 4911 TOP CL WALL 1289 185065 . 3020 1312752 . 4383 409. 5139 TOP CL WALL 1290 185064 . 4660 1312748 . 8960 409. 4842 TOP CL WALL2 1291 185097 . 4856 1312750. 0048 409. 5463 TOP CL WALL2 Page 4 of 7 1292. 185122 . 1292 1312750. 8613 409. 5530 TOP CL WALL2 1293 185140. 0211 1312751. 6262 409. 4500 TOP CL WALL2 1294 185140. 1808 1312750 . 4638 405. 4465 TOE WALL 1295 185139. 9069 1312752 . 5930 405 . 3588 TOE WALL 1296 185106. 9955 1312751. 6707 405. 3815 TOE WALL 1297 185064. 6141 1312749. 7885 405. 4360 TOE WALL 1298 185064 . 5304 1312747 . 6811 405. 4812 TOE WALL 1299 185103. 9442 1312749. 2669 405. 4758 TOE WALL 1300 185066. 1511 1312751 . 8412 405. 2952 TOE WALL 1301 185064 . 4863 1312753. 0784 405. 5308 TOE WALL 1302 185054 . 0105 1312740 . 4534 405. 4366 TOE WALL 1303 185049. 1376 1312734 .2512 405 . 5364 TOE WALL 1304 185045. 3652 1312729. 3925 406. 6527 TOE WALL 1305 185041. 7414 1312725.2976 408 . 0627 TOE WALL 1306 185039. 6954 1312722 . 8644 408 . 9813 TOE WALL 1307 185041 . 4022 1312721. 6721 409. 5250 TOE WALL 1308 185045. 6936 1312726. 5065 408 . 5614 TOE WALL 1309 185050.2547 1312732 . 3132 405. 3923 TOE WALL 1310 185058 . 6540 1312742 . 9215 405. 4494 TOE WALL 1311 185025. 5139 1312712 . 6742 412 . 8888 TOP POND 1312 185017 . 1787 1312712 . 4569 413 . 3562 TOP POND 1313 185009. 7449 1312726. 3800 414 . 5230 TOP POND 1314 185010 . 1265 1312743 . 5751 415. 5031 TOP POND 1315 185016. 2001 1312765 . 1686 416. 5562 TOP POND 1316 185019. 7977 1312784 . 4637 420. 0226 TOP POND 1317 185033. 5658 1312803. 4426 421. 6441 TOP POND 1318 185044 . 3379 1312817 . 7288 423. 1662 TOP POND 1319 185064 . 8634 1312827 . 5025 423 . 7084 TOP POND 1320 185109. 0014 1312826. 8414 420 . 8272 TOP POND 1321 185150.2089 1312827 . 3420 420 . 7702 TOP POND 1322 185193. 6987 1312827 . 9955 420 . 9834 TOP POND 1323 185229. 3700 1312830. 6081 422 . 1328 TOP POND 1324 185250. 0528 1312832 . 1267 423. 7662 TOP POND 1325 185265.2484 1312823. 6328 422 . 9919 TOP POND 1326 185272 . 0627 1312815. 3229 422 . 1933 TOP POND 1327 185277 . 4935 1312798 . 5282 418 . 8146 TOP POND 1328 185274 . 0388 1312782 . 4653 415. 7878 TOP POND 1329 185266. 9929 1312754 . 1982 413. 3921 TOP POND 1330 185263 .2530 1312735. 7833 413. 5394 TOP POND 1331 185257 . 4948 1312727 . 4332 413 . 5513 EP2 @ TOP POND 1332 185252 . 4999 1312725. 8893 412 . 3158 EP2 @ TOP POND 1333 185242 .2093 1312714 . 0912 412 . 3664 EP2 @ TOP POND 1334 185240 . 1819 1312708 . 0657 413. 6413 EP2 @ TOP POND 1335 185246. 3268 1312701 . 6182 413. 8463 EP2 1336 185251 . 7975 1312705. 5873 412. 4142 EP2 1337 185262 . 3571 1312717 . 4929 412 . 3620 EP2 1338 185263 . 9581 1312722 . 8799 413 . 5189 EP2 1339 185247 . 9721 1312689. 7612 413 . 1440 GS 1340 185228 . 9113 1312715.2044 409. 0944 GS 1341 185246. 1983 1312729. 6866 409. 6157 GS 1342 185255. 7023 1312746. 5644 410 . 3643 GS 1343 185258 . 2579 1312767 . 1622 410 . 7558 GS 1344 185257 . 9062 1312784 . 4250 412 . 6083 GS 1345 185248 . 6201 1312797 . 4702 413. 4150 GS 1346 185235. 7646 1312803. 4742 413 . 7252 GS 1347 185201 . 9940 1312808 . 0060 414 . 4031 GS 1348 185171. 3644 1312807 . 4199 414 . 2841 GS Page 5 of 7 1349. 185137 . 0179 1312807 . 4600 414 . 4676 GS 1350 185101. 0719 1312805. 4216 414 . 5571 GS 1351 185078 . 3404 1312803. 8798 415.2339 GS 1352 185055. 1989 1312795 . 1418 415. 3635 GS 1353 185040. 0877 1312778 . 3742 414 . 4576 GS 1354 185027 . 3296 1312757 . 9904 412. 3514 GS 1355 185022 . 3219 1312740. 1426 411 . 5313 GS 1356 185025. 3980 1312726. 6196 409. 7559 GS 1357 185028 .2642 1312720. 1099 410. 0317 GS 1358 185022 . 4542 1312719.2299 410 . 6196 GS 1359 185030 . 1450 1312730. 2415 408 . 8775 EDGE RIP RAPT 1360 185035 . 7435 1312735 . 2930 407 . 2485 EDGE RIP RAP1 1361 185039. 6176 1312739. 0855 406. 4731 EDGE RIP RAP1 1362 185039. 5691 1312744 . 3485 406. 6858 EDGE RIP RAP1 1363 185038 . 7721 1312746. 5456 406. 8584 EDGE RIP RAP1 1364 18S034 . 5075 1312745 . 4609 407 . 6863 EDGE RIP RAP1 1365 185027 . 3019 1312743. 0242 409. 8586 EDGE RIP RAP1 1366 185031. 8259 1312737 . 7217 407 . 4884 IE 12" ADS 1367 185048 . 1729 1312759. 9045 407 . 5547 IE 12" ADS 1368 185046. 5269 1312754 . 3635 406. 2000 EDGE RIP RAP2 1369 185054 . 9190 1312754 . 6789 406.2448 EDGE RIP RAP2 1370 185057 . 5405 1312762 . 6556 406. 3211 EDGE RIP RAP2 1371 185044 . 7104 1312766. 4612 410. 6889 EDGE RIP RAP2 1372 185041 . 9863 1312762 . 9751 410 . 5220 EDGE RIP RAP2 1373 184998 . 0477 1312703. 6941 413. 8510 FNCCYC 6' @ GATE 1374 184998 .2398 1312683. 5494 413. 3931 FNCCYC 6' @ GATE 1375 184998 . 2944 1312680 . 6977 413. 1075 FNCCYC 6' 1376 185046. 1721 1312680 . 5246 412 . 3014 FNCCYC 6' 1377 185095. 0354 1312680. 3689 412 . 3236 FNCCYC 6' 1378 185142 . 4359 1312680. 1086 411. 8492 FNCCYC 6' 1379 185191 . 0337 1312679. 8993 412 . 1699 FNCCYC 6' 1380 185238 . 9888 1312679. 6114 411 . 6921 FNCCYC 6' 1381 185296. 6957 1312679. 5232 411 . 0854 FNCCYC 6' 1382 185295. 5399 1312726. 9299 411 . 7244 FNCCYC 6' 1383 185294 . 3512 1312773. 9336 415 . 1152 FNCCYC 6' 1384 185293. 4288 1312812 . 8150 422 . 1533 FNCCYC 6 ' 1385 185292 . 6800 1312841. 2252 425. 4513 FNCCYC 6' 1386 185244 . 1260 1312841. 6479 424 . 4475 FNCCYC 6' 1387 185195. 9269 1312841. 8140 422 . 3837 FNCCYC 6 ' 1388 185148 . 0530 1312841. 8959 421 . 1881 FNCCYC 6' 1389 185099. 8008 1312842 . 0510 422 . 3483 FNCCYC 6' 1390 185052 . 8217 1312842 . 1485 425.2510 FNCCYC 6' 1391 184997 . 9871 1312842 . 1031 426. 7009 FNCCYC 6 ' 1392 184998 . 0079 1312794 . 8512 422 . 5848 FNCCYC 6 ' 1393 184998 . 1916 1312747 . 4834 416. 5066 FNCCYC 6' 1394 185074 . 4918 1312707 . 5381 410. 7126 GS 1395 185097 . 5406 1312711 . 3818 409. 1628 GS 1396 185114 . 5914 1312718 . 6942 406. 8239 EDGE RIP RAP3 1397 185103. 1687 1312717 . 4614 408 . 0501 EDGE RIP RAPS 1398 185088 . 4339 1312716. 0216 408 . 2334 EDGE RIP RAP3 1399 185083 . 4039 1312720 . 9419 406. 4119 EDGE RIP RAP3 1400 185102 . 4873 1312721 . 7180 405 . 8325 IE 12" ADS 1401 185127 . 9596 1312707 . 9480 410 . 5006 GS 1402 185166. 8505 1312707 . 9381 410. 7992 GS 1403 185228 . 8348 1312711 . 6282 410 . 0085 GS 1404 185251 . 4763 1312704 . 4132 412 . 2000 EDGE RIP RAP4 1405 185255. 5772 1312700. 6589 412 . 1708 EDGE RIP RAN Page 6 of 7 140& 185267 . 2704 1312713. 6257 411. 6388 EDGE RIP RAP4 1407 185262 . 6691 1312717 .2467 412 . 1028 EDGE RIP RAN 1408 185047 . 3917 1312689. 6557 413 . 7573 SDMH 18 1409 185005. 7142 1312705. 2195 413. 5140 SDMH 19 1410 185024 .2678 1312722 . 2072 413 . 3543 SDMH 20 1411 184985. 7399 1312781. 5594 420 .2761 CB 17B 1412 184961 . 3181 1312777 . 2582 419. 7185 CB 17A 1413 184968 . 9865 1312773. 8367 419. 6104 SDMH 17 1414 184972 . 4708 1312691 . 7590 414 . 0704 SDMH 16 1415 184975.2397 1312676. 2485 413. 6660 SDMH 15 1416 184957 . 4595 1312687 . 1605 408 . 7305 CB 16A 1417 184988 . 5936 1312638 . 8538 412 . 7743 CB 15A 1418 184976. 0927 1312498 . 3679 411. 0932 SDMH 14 1419 184996.2629 1312511.2717 410 . 5239 CB 14A 1420 184976.2859 1312463. 2829 410 . 7412 SDMH 11 1421 185073 . 5069 1312485. 1091 410 . 1367 SDMH 10 1422 185191. 7495 1312490 . 4345 409. 2438 CB 9A 1423 185191. 9573 1312503. 8917 409. 9088 SDMH 9 1424 185222 . 7335 1312532 . 5558 409. 2440 CB 8C 1425 185257 . 6086 1312541 . 0600 409. 2736 CB 8B 1426 185264 . 3535 1312522 . 8880 409. 8556 SDMH 8 1427 185267 . 6671 1312511. 5414 409. 3265 CB 8A 1428 185340 . 7654 1312542 . 2505 410 . 1406 SDMH 7 1429 185450 . 7597 1312541 . 1919 411 . 5378 SDMH 6 1430 185445. 7819 1312553. 0274 411 . 0129 CB 6B 1431 185462 . 1480 1312522 . 8193 411.2178 CB 6A 1432 185606.2346 1312540. 5392 414 . 8671 SDMH 5 1433 184961 . 8392 1312278 . 5399 409. 9468 CB 13B 1434 184980. 8644 1312269.2861 410. 1027 SDMH 13 1435 184996. 6842 1312274 . 5430 409. 5228 CB 13A 1436 184988 . 1128 1312242 . 1488 409. 8614 SDMH 12 1437 184849. 4581 1312242 . 8550 409. 6044 SDMH 60 1438 184850 . 7168 1312228 . 6411 409. 1266 SDMH 60 WEST 1439 184849. 7900 1312257 . 9657 409.2134 SDMH 60 EAST 1440 185523 .2355 1312019. 4959 414 . 5899 SDMH 50 1441 185506. 1962 1312019. 6463 414 . 3895 CB 50 1442 185662 . 4720 1311989. 9691 411 . 4000 CB 1D 1443 185662 . 9776 1312049. 0575 411. 7075 CB lA 1444 185696. 3883 1312043 . 7403 411 . 5494 CB 1B 1445 185705 . 4973 1311997 . 1355 411. 3823 CB 1C 1446 185681 . 1857 1312023. 1359 411. 8147 SDMH 1 1447 185811. 8353 1312036. 2330 410. 8531 CB 43A 1448 185813 . 3037 1312002 . 3004 410. 4601 CB 43B 1449 185808 . 9554 1312025. 1330 410 . 8489 SDMH 43 1450 185688 . 8828 1312229. 1551 413. 3324 CB 2B Number of points listed> 382 Page 7 of 7 j i ' I i I ------------ , ! 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' Z g � + i RtWI -�' 417.31 4Ld IV X ids SW. `� d �o5tis-- I f6 Ans �l L 7 3 �4(0 411.E 7�► 1 D, �S_ 1 S �g r _ pz, l•� -- -- ---- - f O j i i i i F Q y n� Sad ! ,� �✓QS 9� 'Sa-b;�g • �N � saw � ,,si , �1,� Old bob MN Sd� .-- - sub ,-ZI VSl���� -- -----+-—-- -- a -----------—-_- -- -- - - _� G 9'°JQ-fir ��-Z� ; •n�s sa i Z ad i QQ ---- - - rL * o -� Mod - 2+ bob .E VAOI _ ........ f.. - -- --- _ -- - --- -- .64 J' L 4i fir'? N) NznI O CA o � � 7M, --�� CH21V! HILL c� M ' CH2MHILL 777 108th Avenue NE -10 --q Bellevue,WA 98004-5118 (1' � jV P.O. Box 91500 �� z Bellevue, WA 98009-2050 � G z Mr. Dan Carey C City of Renton ao 1055 S. Grady Way Z Renton, WA 98055 Rj C7 RECEIVED CH2M H I LL T R AVI I T'1-A L CITY OF RENTON UTILITY SYSTEMS To: City of Renton From: Reid Adams l 1055 S. Grady Way CH2M HILL Renton,WA 98055 PO BOX 91500 Bellevue, WA 98009-2050 Attn: Mr. Dan Carey Date: August 6, 2003 Re: NE 10th/Anacortes Ave Detention Pond and Stormwater Improvements We Are Sending You: X Attached Under separate cover via Shop Drawings Documents Tracings X Prints Specifications Catalogs Copy of letter Other: Quantity Description 1 copy Final Record of Survey for the Detention Pond Site,as filed with King County If material received is not as listed, please notify us at once Remarks: Hi Dan, We are transmitting a copy of the Final Record of Survey that was filed with King County. Thanks. -Reid Copy To: Teresa Platin Ken Swindaman SEWMANSMITTAL_ROC_DC.DOC 1 167214.A1.13 Aar ' PPP-SS-TTTT I I RIM=394.76 INV=388.91 (18"CONC-N) CID INV=388.91 (30"ADS-N) I � D o II CUT, REMOVE EX CMP PIPE INSTALL PLUGS RIM=394.91 18" S INV=389.06 30" N INV=389.06 F RIM=397.79 I SSMH RIM=395.08 N CL BOTTOM=386.39 I CL CHANNEL=386.48 SW INV=391.19, 12" PIPE I -0. OIL/WATER SEP 00 ( � SSMH RIM=395.41 CL CHANNEL=386.71 :E r 1 rn I I RIM=395.39 V LV ELE\ S INV=390.34, 12" PIPE 3 3. 3 E INV-390.29, 12" PIPE / S�, NW INV=389.89, 14" PIPE 3°S - x I \ RIM=395.58 1 D � CL BOTTOM-389.58 --� I I RIM=396.CL1 N INV=390.05, 24" PIPE E INV=389. , 12" PIPE SE INV=390.35, 12" PIPE I I W INV=389.46,"T2" PIPE S INV=390.05, 18" PIPE - NW INV=390.53, 18" PIPE LVE ELEV= E _ I I 3 4. J - m - � � I � BUILDING I I VALV ELE - m 406.9 -�- E 8'W VALVE LEV=407. 7 - 1 " 1 8"S - ma •12"SD- RIM=408.31 X an , 8"SS and MH, CL BOTTOM=403. ound o TV tapes. W INV-404.75, a PIPE NE INV-404.58, PIPE X co � v R MOVE TREES (2) FOR CONSTR, 0 R PLACE EX CB RIM=410.46 x W INV=406.00 s" PIPE VE FENCE FOR CONSTR, REPLACE I EX C RIM=410.85 D W 1 =406.00 12" FPE RIM- 10 V C) INV-404.90 12 P E y INV=404.90 P E r INV=400.50 30 P E Fq m INV=_400.50 30 P E O IIv IIV IIV -Ti 0 CT� NO � � � I ;u 0 � ;;o I N - I � I � N I I. Ln N RIM=411.38 6" SE INV=406.18 RI 12" S INV=406.18 VF BC ® I RIM=411.55 B_ 12" S INV=406.25 o _ I OHP I - IUNMEASURAB -6"W- - I i 2rsD 12 D " 2 2"G 2„G s E 1 1 TH !ST I RIM=411.70 /u o 12" NW INV=405.80 m N I 12" N INV=405.80 z I / z RIM=411.92 N INV=401.62, 18" PIPE Z O I I Q S INV=401.83, 18" PIPE / W INV=408.26, 12" PIPE E INV=408.76, 12" PIPE 00 O SSMH RIM=411.93 o f CL CHANNEL=399.13 U RIM-411.40 I / 12" N INV-406.70 ^ I I I IV om N m zo N - -, Ey 9% / o U) I __ � z -� � I vzzz 0 m - - / z-I cn O G---_. m x m G ED - - � - - m m S-1 -S RIM-414.59 \, U) 12" S INV-408.79 D T / 18" N INV=402.49 m W< 0 \ 18" S INV=402.49 (n • D O mz a K SS RIM=41 \ o S� K Fn o Z CL C NNEL=40 \ U < 0 > o CD / PP /� \ LIGH RIM-414.39 \ D 12" N INV-41 09 _ o -2 w SEE DR - 2 WATER VALVE INFORMATION co N RIM=411.38 (V I - RIM EL=411.73 / 6" SE INV-406.18 , 4308 - F-Ti1 12" S INV=406.18 BVALVE OTTOM LEV= 410.5 408.8 4 . � N S E RIM=411.55 I RIM=413.68 4 J 2 4340 4400 w _ - 6"W 6.,W RIM=413.33 12" N INV=408.08 - I NOT 4 12 S INV=406.25 12" S INV=408.03 I 12" S INV=408.23 1 RIM E =411.75 3 W INV=402.33 I VALVE ELEV=410.20 3 E INV=402.33 � I � 1 1 T H � / U -OHP I I - - - _ - BOTTO 4"W(EST)=4 8.8 I �J I I SD - - I - - - - - - - - - - -OHP- �C$ 9 - UNMEASURAB - - 2 _ - -OH _ 6"W _ o C 1 B6.,W - Z�� - L - �SID CB 2B 2D :74C SEE NOTE 2 21 +00 I ��- - - - "W- - - - - - 12"SD /` ?n+nl( , cB 2 tK A-LINE - - 7 L CB 3 �o C3 SEE I +00 18+00 _ - yp\ NOTE 3 CB 1 G 2 CB - - 8"S - - _ _ _ _ - - - -L 2 SD 8"S - _ 2"G � ` L CB 1A -e"s - - - - ___- - S S - CB2A (2)CB - r O O O CB 1D E 1 1 TH !ST - 2wG O SFF NnTF 4 - - - - LSD " u, I RIM=411.70 - - - - - - 5 T, ®SIDE L i l 12" NW INV=405.80 - - -� - - - - � �1 E 1 1 T H S T I N RAMP 12" N INV=405.80 RIM=413.47 THIS INT SECTION I e s INV=411.76 NOTES: I 12" N INV=408.32 I I 1 . SEE NOTES 1 THROUGH RIM=411.92 I / I N INV=401.62 18" PIPE I I I v 10 ON DR-4. I I S INV=401.83, 18" PIPE I I I P W INV=408.26, 12" PIPE - E INV=408.76, 12" PIPE L -_-- � 2. CONTRACTOR TO PROTECT � / I 4309 4 4 01 EXISTING 6" AND 4" WATER 00 SSMH RIM=411.93 I 4325 4333 MAIN. u I I CL CHANNEL=399.13 4301 I I 1 -� -- U RIM-411.40 I I I I 3. RESTORE EXISTING MONUMENT 1Y N INv=406.70 I I I I AS REQUIRED. II E D R - 2 L1 ABANDON EXISTING UTILITY L7 RELOCATE EXISTING SIDE SEWER IF CONFLICTING 4. PROTECT EXISTING LANDSCAPING SEE P BAN AND ROCK WALL AND REPLACE L REMOVE EXISTING UTILITY WITH NEW STORM SEWER. SEE DETAIL Q IF DISTURBED. CB 1 D TYPE 1 L SCALE. 1 "=20' O CONNECT TO DRAIN STRUCTURE DD- 1 A 22+24.5, 17.8' LT CB 1 C TYPE IL ®PLUG EXISTING STORM SEWER PIPE ®REMOVE EXISTING SIDEWALKS AND CURB AND RIM EL=411 .40 GUTTER AND INSTALL SIDEWALK RAMP TYPE 2A. 12" N INV=406.70 A 22+18.7, 23.9 RT - 41 5 EXISTING 1 SE INV=4 6.18 415 4" SID _ ©REMO AND RELO ATE UTILITY REPLACE C RB AND SI WALKS AS EEDED. GROUND I SEE RENT STD PLAN . 1 S INV=40 .18 Ex 16 LF 2"CPEP 1 14 LF 12"' PEP w 1 410 1 C 1 410 .5,� •Joe �S � TYP 2 54" 405 4 12" CPE 2 G 405 CB 2A E 1 B 2B TYPE 1 A 17+66, 1 .5' RT AB16+87 .0' RT sl RIM EL=41 .09 ✓ @ 1 .20� -G 6 W A 19+88, 14.2 LT 19+87, 1 2 RT RIM EL=41 .86 ✓' 35' 12" CPEP RIM EL=4 3.47 IM EL=413. 3 30" E INV 402.89 30" S INV 403.11 @ 77% _ 400 8"Ss 8"ss 400 4" S INV 411 .76 (EX ) 8"ss r� cB #1 , YPE 2 72" 30"SD CB 2 E 2 54" EXISTIN GROUND ROAD � A 21 +9 .5, 2.1 ' LT A 19+88, 1 .5' RT I _ 0 RIM EL= 11 .81 RIM EL=4 3.68 - - - - - 415 - _ - I Ld 30'; N I =401 .61 ( E SHEETI ID -2) - - - �� - 300W IN =402.33 1 1 SD 18 S 1 =401 .81 ST _ - - - - 1 1 1 z 12" W I =407.91 ( ST) II I I 112" S INV 408.23 I I I � z 41 12" SE V=405.41 O U 4,.W II I I I i I I 1 EST) 1 II I ( ( I 1 221 LF " CPEP @ .25% 1 I 68 F 30" CPEP @ 0.32% Q 4 5 ul - - - - ---------------- - ----- ------- 8w s ( I I I " 7 G W SS ssS W G W SSS w SSS SSS Ss G EX 8 SSMH SSMH CB 1 A PE 1 L CROS SANITARY ------------- 415 CB 1 RIM EL= 11 .70 ROUND 12" NW V=405.80 CB 1 B T E 1 L 9 ON DR-4 31 ' 12" PEP - - 12'I N I =4L5. 0 A 21 +92. 8, 16.4' RT Reid ,qITo, PROFILE -� RIM EE=4 1 .55 O��ui wAs,,, � �L.ALL: .I =2U' HONIZ RECOMMENDED @ 1 .25% 3 ��P r� t cn 1 "=5' VERT FOR APPROVAL 410 1 BY -o 39578 �� BY _ �ss/ONAL ECG\ 405 2"c 4' 12" CPE EXPIRE ' H2M HILL SAY 2003 r, 1 "=20' • M �� CITY OF N.E. 10th STREET/ANACORTES AVE. N.E.6 W DETENTION POND AND STORM SYSTEM EX 12" 1 .32� H. CHUNG .� REN TON �- 18" (EXST) SD (Tc BE •L• J. PRETS IMPROVEMENT PROJECT REMOVED) � „ sm DAM 400 L"SD ----u------------------v--- L---i ILL 3o D -R. ADAMS �� INorics u.pt. PLAN & PROFILE U ss ss NO. REINSION BY DAM AM 'LATIN STORM SEWER TRUNK NE 11TH ST 17 ► ' co N Lco N ` 1 O w g 1 0 C C D RAI NAG E AND UTILITY NOTES: N I 1 0 8 2 I 1 O Iq > Z n - I 1 . REMOVE EXISTING STORM SEWER THAT IS TO BE ABANDONED AS I �� I � z Z � ! I NECESSARY TO CONSTRUCT NEW STORM SEWER AND ROADWAY. Z w II = _ RIM=411.01 PLUG ENDS . OF PIPES TO BE ABANDONED AND LEFT IN PLACE. V J O� w N M to 12" NW IW=408.17 J M LC� 2. FRAME AND GRATE ON CATCH BASINS AND INLETS ADJACENT TO CURB NN Ql - - - - I -� - �l �' I SHALL BE VANED GRATE PER CITY OF RENTON STANDARD PLAN B019, Z _ - I - - �I UNLESS OTHERWISE SHOWN. FRAME AND GRATE SHALL BE LOCKING. a w OHP Z �' 9 F �� N _ - - 0 3. FRAME AND GRATE ON CATCH BASINS TYPE 2 IN THE ROADWAY SHALL <b �"�' CB 5 S B 6B BE MANHOLE FRAME AND COVER MARKED "DRAIN" PER CITY OF RENTON 6'W�'�� 7 STANDARD PLAN B074, UNLESS OTHERWISE SHOWN. FRAME AND GRATE N N - I 0 i SHALL BE LOCKING. �y� - - _ 7 s - s"z� J/ " �8"S $ S 2 S ��6 IT 4. THE POTENTIAL EXISTS THAT NOT ALL PRIVATE STORM DRAINAGE O1 ABANDON EXISTING UTILITY 0 Z CONNECTIONS ARE SHOWN. NOTIFY ENGINEER OF PIPES LEADING TO 2"G CATCH BASINS AND MANHOLES THAT ARE NOT SHOWN ON THE PLANS. ( REMOVE EXISTING UTILITY O 2rNE ADDITIONAL CONNECTIONS OF EXISTING PRIVATE DRAINAGE LINES T DRAIN STRUCTURE TO BE RELOCATE BY OTHERP TO BE REL = TO NEW STORM SEWERS SHALL BE PROVIDED BY THE CONTRACTOR AT �3 CONNECT 0 \ I g O2 CB '� - - - - U THE DIRECTION OF THE ENGINEER. ®PLUG EXISTING STORM SEWER PIPE - - � - - O5 UTILITY TO BE REMOVED OR RELOACTED BY 01HERS ANAC 0 RT 5. THE LOCATION OF EXISTING UNDERGROUND UTILITIES AS SHOWN ON ES V I v t Q THE PLANS, IS APPROXIMATE AND THE CONTRACTOR SHALL BE ©REMOVE AND RELOCATE UTILITY RESPONSIBLE FOR DETERMINING THEIR EXACT LOCATION. THE (2)RELOCATE EXISTING SIDE SEWER IF CONFLICTING I N Z CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANIES, AS WITH NEW STORM SEWER. SEE DETAIL I 1 0 5 g NOT ALL UTILITIES MAY BE SHOWN ON THE PLANS. r 0 1 75 , cn DID- 1 ► 1067 6. THE CONTRACTOR SHALL THOROUGHLY PLAN EACH SEGMENT OF WORK ®REMOVE EXISTING SIDEWALKS AND CURB AND I SUCH THAT CONFLICTS WITH EXISTING UTILITIES WILL BE GUTTER AND INSTALL SIDEWALK RAMP TYPE 2A. i I IDENTIFIED AND RESOLVED BEFORE ANY WORK WITHIN THAT SEGMENT SEE RENTON STD. PLAN F313. i i I COMMENCES. THE RESOLUTION OF ALL CONFLICTS SHALL OREPLACE CURB AND SIDEWALKS AS NEEDED. I I I I I BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE APPROVED SEE RENTON STD PLANS. BY THE ENGINEER BEFORE ANY CONSTRUCTION. - PLAN 7. POTHOLING OF WATER, TELEPHONE AND GAS UTILITIES WAS PERFORMED SCALE: 1 "=20' BY THE UTILITY COMPANIES AT VARIOUS LOCATIONS SHOWN ALONG THE ROUTE. THESE LOCATIONS WERE USED AS A BASIS FOR THE DESIGN AND ARE PROVIDED FOR INFORMATIONAL AND REFERENCE ONLY. THE CONTRACTOR SHOULD PLAN FOR AN ADEQUATE LEVEL OF 435 415 435 POTHOLING TO VERIFY ALL UTILITIES THAT COULD BE IN CONFLICT CB 6B TY E 1 CB 6A TYF 1 WITH CONSTRUCTION. THE ENGINEER WILL PROVIDE TO THE CONTRACTOR A 14+77, 3.3' RT A 14+94, 5.6' LT A LIST OF ADDITIONAL POTHOLE LOCATIONS NOT SHOWN ON THE PLANS. RIM EL=41 .01 RIM EL=41 .21 11 _ I 8. UTILITIES WHICH ARE NOT ABANDONED SHALL BE SUPPORTED AND I 430 MAINTAINED DURING CONSTRUCTION. 430 410 9. FOR STORM SEWER CROSSINGS OF UTILITIES WHERE COVER IS LESS THAN 1 '-0" VERTICALLY BETWEEN THE PIPES, PLACE 1 'X1 'X4" STYRENE FOAM BETWEEN THE PIPE. STYRENE FOAM SHALL BE DOW ETHAFOAM 425 405 `" 2"G 1 LF 12"CP 425 LC) OR APPROVED EQUAL. CB 5, E 2 54" 12"CPE 6w sss 9 38� Q C 1 LF 4, TYPE 2 4" A 16+38, 2.0' Rj 1 12 10. FOR PAVEMENT REMOVAL AND RESTORATION SEE S DR-3 RIM EL=4 4.87 ✓ DD- 1 / 0 11 . FOR PIPE INSTALLATION SEE 3 420 30" IN IN 403.42 `� 400 SSCB 6, PE 2 54" 420 DD-2 A 14+83, 2.0' RT O EXIST G GROUND ROAD RIM EL=4 1 .54 _ 415 W 415 I I I � � _ 30" N IN 403.64 n I I I 12" SE I =406.44 z —I 12 NW =406.�4 1 1- - _ _ 410 410 = I I U 55 LF 0" I I I 11 LF 30" CIJ @ 0.27% I CPEP @ 56 0 155 LF 30 CPEP @ 0. 4% �4- II 405 -1rL SSMH wE 400 ( E ME 9 I I I I I I 1400 G SS w SSS SSS G w SD TV S Reid PROFILE SCALE: 1 =20' HORN RECOMMENDED 3 1 "=5' VERT FOR APPROVAL BY 39578 <v� • ���fs/EG BY I S1EF V ONAL EXPIRE =H2M HILL sr 1 „_20, w NNW „ ClTY OF N.E. 10th STREET/ANACORTES AVE. N.E. MAY 7003 R. CHUNG .� RENTON DETENTION POND AND STORM SYSTEM «r ;. PRETs sm DA7W — IMPROVEMENT PROJECT H2MHILL ""z. aoAMs m�, works Dept. PLAN & PROFILE NO. RE1A910N 8Y DATE APPR PLATIN STORM SEWER TRUNK ANACORTES AVE NE 121L-' 6 ol C WATER VALVE INFORMATION SEE DR - 6 co ---� I v ` -� ' 6/ WV RIM EL=409.54 I A LINE ANACO RTE S AVE NE & NE NYVV RIM=409.48 TOP OF NUT=408.22 I ��� OP NUT=408.15 1 1 TH ST CONSTRUCTION CE ALIGNMENT RIM- 7 O BOT OF PIPE=406.4 EST BOTTOM OF 6" PIPE= 06.3 N 6'W- WV RIM=409.51 8" W INV=406 17 f- 0 TOP NUT=408.23 I I I o STATION NORTHING FASTING 8" S INV=406.17 / 6"W BOTTOM OF 6"PIPE=406.4 EST 0 p li&[ � w I+ POB 10+00.00 185001 .34 131 1367.79 NOTES: I SSMH RIM=409.52 - I (0 0 'Ncli N M PI 18+78.99 184978.22 1 31 2246.47 1 . SEE NOTES 1 THROUGH 10 ON DR-4. �b I 9 LE. 402.78 8" N I ( 00 � PI 18+78.99 184978.22 1312246.47 I.E. 402.82 8" S / I 0 f-I- f Will w I x I I PI 21 + 19.93 184973.59 1312487.36 2. CONNECT EXISTING 6" STORM PIPE D - - `LE. 402.82 8" w F Z PI 21 + 19.93 184973.59 1312487.36 4 �, N > v, POE 26+34.63 184964.57 1313001 .98 Q TO NEW CB#8B WITH APPROX. 5' -� ---� 6"w � � SD � 0CB � � N � o o I � NEW 6 PVC PIPE @ 2.00% SLOPE. C 7 CB8 2CB �-IN� I L 000m I � I 1 _ C0 1008 �I o II tl I B LINE NE 10TH ST 3. CONTRACTOR TO POTHOLE & SURVEY _ / + I � I LOCATION OF 2" GAS LINE & DETERMINE F- 5� +0 9 V I >' m N N I CONSTRUCTION ALIGNMENT N ENE __j IF THERE IS A CONFLICT IN ADVANCE Z � W x N OF THE CONSTRUCTION. COORDINATE _ ii m h W I I I STATION NORTHING FASTING WITH PSE GAS FOR RELOCATION OF POB 10+00.00 184973.59 1312487.36 GAS LINE IN ADVANCE (SEE SPECIAL --- )CATED BY OTHERS /A/ ° _6"w_ I PC 1 1 +43.70 1851 1 7.24 1312491 . 14 PROVISIONS). 2 C o / CB 9 - PC 1 1 +43.70 1851 17.24 1312491 . 14 0 - - - CB 8 N 0D 3 \ 12+00 s w-�`�- I PI 1 1 +55.25 185128.78 131 2491 .45 ® 8 s� - - - - _ _ ANACOR ES AVE N ) 1851 1 4.61 1312591 . 1 1 0 ABANDON EXISTING UTILITY 02SD """ PT 1 1 +66.70 1851 39.96 1312494.38 21 +20 L 0 REMOVE EXISTING UTILITY � 8 SIDEWA K m � � � � 11 +00 � q-LINE (NE 10TH ST) U DOC 57° 1 7'44.81 " 3 CONNECT TO DRAIN STRUCTURE CB 9A CQ 0 f / PT 1 1 +66.70 1 85139.96 1 312494.38 RAMP \ PC 13+28.30 185296.28 1312535.35 000'', _ 0SD 1 SD ' \ � � � - P 1 + 8.30 185296.26 1312535.35 ®PLUG EXISTING STORM SEWER PIPE 2 4 kD 0 9 C 3 2 o 0 o N 0 \ CB 10 �sk8 PI 13+41 .30 185308.86 1312538.64 0 UTILITY TO BE REMOVED OR RELOACTED BY OTHERS c q 0 > u I 185321 .63 1312438.61 ©REMOVE AND RELOCATE UTILITY o z - - PT 1 3+54. 17 185321 .87 1312538.61 N w / co' b- Dw m PT 13+54. 17 185321 .87 1312538.61 0 N o o RELOCATE EXISTING SIDE SEWER IF CONFLICTING �, g ®SIDEWALK _ _ - �/ °° "' "' 04 '��' g RAMP - _ PC 1 6+49.48 18561 7. 18 131 2537.92 WITH NEW STORM SEWER. SEE DETAIL Q o CD o z 2" GAS LINE PC 1 6+49.48 18561 7. 18 131 2537.92 DD-1 _ W /RC4 ( / W I CONFLICT, SEE N I PI 1 6+98.06 185665.76 1312537.80 AND CURB AND 1 00 �1 NOTE 3. � 18561 7.06 1312487.92 ®REMOVE EXISTING SIDEWALKS I / I I GUTTER AND INSTALL SIDEWALK RAMP TYPE 2A. 1 PT 17+26.58 185667.04 1312489.23 [ 4340 SEE RENTON STD. PLAN F-3B. � DOC 88°21 '26.20" <t 0 REPLACE CURB AND SIDEWALKS AS NEEDED. SEE DR - 6 PT 17+26.58 185667.04 1312489.23 SEE RENTON STD PI V PLANS. LA POE 24+03.66 185684.85 1 31 1812.39 1 "=20' CB 8B TYPE 1 A 12+92, 14.6' RT 5 CB A, TYPE 1 415 435 8A TYPE 8" S IN 406.17 CB 8C CO lCRETE INLE 12+84, 15' LT 8"W INV 406.17 A 12+56, 3.5' RT A 1 +16, 16' L M EL=409.3 6 E IN 407.90 RIM EL=40 .24 RIM EL=409.24 n INV=406.1 0 - - - - - 410 430 6"W 12' 12" PEP- (EST) @ 3.50% 0 . CAUTION 8 SS 5 405 425 2"G s ss 19' 12" CP w CPEP @ 2 @ 1 .15% 12 CPEP = 6.11 � 8.30 2c 5 011.� sss F_ 0 CB 8 PE 2 54" S L l 400 420 S � `� l A 12+9 5' LT � CB 9, TY E 2 54" C 10, TYPE 2 54" Z A 10+99, 5.5 LT CB 7 TYPE 2 54 RIM EL= 9.85 A 12+19, LT A 13+ 3, 2.5' RT 30" N I =404.10 RIM EL=40 .91 R EL=410.1 , 93 5 30" N NV=403.79 30" N INV 404.41 3 N INV=40 .9s A 3 S DR-6 41 5 0 12 E IN =405.80 30" S NV=403.79 12" W I =404.30 8" W INV= 05.06 EXISTI G GROUND ROAD 0 I i .I n - low 410 II 2G II I" I I LF 30" CEP @ 0.41 (------------ 12 LF 30" CP @ 0.�0% I I EST 99 LF 30" PEP @ 0.3 o 406.4sT 9 LF 30 CPEP @ 0. c 2 G n EST I v _ 405 - - I RELOC TE 10" W sSMH SSMH - I SEE D TAIL 8 S I I � 0 SE DETAIL ( I I I I -2 1 400 JW D , G S W S0 B . EST G W T G G SS G G 8"W CRO SANITARY 06.4 DD-2 BANDONED SEWE SEE NOT 9 ON -4 �geici - PROFILE SCALE: 1 "=20' HORIZ RECOMMENDED 3 �N 1 "=5' VERT FOR APPROVAL BY 39578 <v� BY 01VA1 E�G�? EXPIRES �H2M H _ 1 „ L0. ,�,� �, �y CITY OF N.E. 10th STREET/ANACORTES AVE. N.E. .!AY ?003 R. CHUNG ru RENTON DETENTION POND AND STORM SYSTEM �. J. PRETS se DATIMd - IMPROVEMENT PROJECT R. ADAMS im wo ke Dept. PLAN & PROFILE DR-5 ILL NO. REVISION 8Y DATE APPR T. PLAT,N '0�"'r0M■"" STORM SEWER TRUNK ANACORTES AVE NE 7 17 D -- G607 SEE DR - 5 coco L I 11 I N N \ I I Oc\j N \ WATER VALVE INFORMATION 1 008/ r- 4324 0'WV RIM EL= 10.63 DIRT ELEV-=4T0 66 4332 TOP OTT- .03 408.86 1 C RIM=409.86 I 6"WV RIM EL=409.62 \ I OF .4 EST SEE / I RIM ELEV=410.55 DIRT ELEV= 4420 DST ROOF 12" I INV=406 26 \TOP OF NUT=407.44 I 10"WV NOTE 2 I 408.15 ' `� E I 0 I H �T I DRAIN LOCATI 12" INV=406 26 `SOT OF PIPF=405.65 EST 18" INV=406 26 8 WV IX CB RIM=410.52 I UNKNOWN 12" INV=406 26 \ RIM=409.52 6. \ O -'- GB A 2" SW IE=405.42 I 9 \2 SW INV=406.67 RIM EL=410.61 8 0 OF NUT=408.51 / 8_ yOF PIPE=406.3 EST SO O�B SLL 10"WV RIM EL=410.72 S E10"W RIEL=413.36SEE DR - 8 2 G -N-11 - - - i0 I TOP OF NUT=409.82 N TE 5 TO OF UT-411.46 2"G Sd N E BOT OF PIPE=407.2 EST BOT OF PIP 408.8 EST -\-- \ S4 E -�� OG 2"G - -X - - 2"G DIRT ELEV - X V , C B 12 1 o w - O - --\- -10"w\ v, B 10"wv CB A 10" 4 0 - - - 4 12p Q 12"SD 8„ V 1 " 4 D - � w D c - T -8" W (ABANDONE _ Z- 4 12 O : m M I - �B TH RS J D o - -0 SD 2� 0 cn GCB 1 CB 16 2 ( �0 � f I- I - -8"S- - -}-1 -8„S�-- ;NE I - } UNLU 12'SD - - � 4.2 6 W \ '0 - -8"s - - N�4"c CB 11 CB 14 �UO 8"s +00 - - - 2 CB 2 B 4 00 CB-13B A C 4"G 3 D -- - - TS - LE � - � �3 SD /- CB 16A - - - - - < RIM=414.07 8' RIM E =4 5.2 T �-- 0 =E I 12" S INV=410.97 T P OF N = 3.7 GB 17 4 CONDUIT �� - F OT OF PPE=4 1. EST I SSMH RIM=416.60 1 CONDUff' 1 / �- 8 W INV-410.37 _ S E CH2M # 1020 -E S - - \ - - - - -- 12 S INV=409.57K NAIL \; SSMH RIM=410.20 � CARNET I.E.. 407.70 8" E I V E 1 0 T H - - 12 NE 407.97 I I.E. 407.65 8" W E 13�2762 956 _Q ` 961.486 CL INV=404.80 � \oyA - - - � - � x E - I.E. 407.85 8" S SSMH RIM=410.89 I I M= Og CAB(:OI Er SDMH RIM-415 99 I EL 418.25 SEE DR - 7 /- CL CHANNEL=404.19 I w NE--V=405.54 I I.E. 411.17 12 CMP S / N,S,E,W INVS I ( I I E NV 5.2 TOP OIL/H20 SEP.=411.64 BOTTOM=407.24 - I 8" PLASTIC _ - I I W INV'` _ I a 2 CONDUITS ON I " 1 NOTES: NORTH SIDE I 12" CMP IE= 411.11 I 1 . SEE NOTES 1 THROUGH 10 ON DR-4. I I I \ I 11 1 0 2. REMOVE STOP SIGN, PROVIDE TEMPORARY P LAN ( ABANDON EXISTING UTILITY (2)RELOCATE EXISTING SIDE SEWER IE CONFLICTING 21 LE 8" 16 LF 12" SIGN AND REPLACE AFTER CONSTRUCTION. I .I DIP @ 6.61 � DIP @ 3.56� ✓ 02 REMOVE EXISTING UTILITY WITH NEW STORM SEWER. SEE DETAIL 0 CB 13A TYPE 1 SCALE: 1 "=20' O3 CONNECT TO DRAIN STRUCTURE DD- 1 3. PLACE 2 X2 X4 STRYRENE FOAM BETWEEN CB #13B, TYPE 1 B 19+07, 18' LT f SEWER LINE NEAR THE BOTTOM OF MH#7. ®PLUG EXISTING STORM SEWER PIPE ®REMOVE EXISTING SIDEWALKS AND CURB AND B 19+13, 15.4' T RIM EL=409.52 f STYRENE FOAM SHALL BE DOW 2 THH FOAM 3 � �� L GUTTER AND INSTALL SIDEWALK RAMP TYPE 2A. 410 " - 35 ✓ D 1 "SD CB 14A T E 1 B 15A T E 1 6 REMOVE AND RELOC E UTILITY 9 EPLACE CU B AND SIDE ALKS AS N EDED. N IE=408.0 4. C NTRACTOR T POTHOLE XIST ROOF O B 21 +42, 2 .6 LT 22+74.9, 'I 4.5' LT EE RENTON STD PLANS. ° O D AIN PIPE & OCATE. IF UND, CON CT _ RIM EL=410 2 E ST PIPE TO CB 15A & ADJUST LOC TION IM EL NV= 7 ------------ 4mosesses� # 410 1.2" SW INV 405.5 .N1 415 2" E INV- 9.67 30 4.G I C 15A AND PE. 2" BLA PIPE " W INV=4 .72 _ EL EST 8"S 1 "W INV UN OWN CB 12, TY E 2 48" 24 LF 1 . _ IE 404.8± T EST 5. P OTECT EXIS G LANDSCA ING AND R LACE PEP @ 0.1 % EUNK B 18+16, 1 LT 5.3t 4 LF 12" RIM EL=40 86 IF DISTURBED. 40 O 410 C P @ 0.77� 25LAO 6. R TORE EXIS NG MONUME T AS REQUI ED. Ll CB #1 TYPE 2 4 " 18 SE INV 406.16 1OT ROOF SEE S EET 9 BOT EST ROOF AIN 12" N INV= 06.26 (EXS 407.2 �t � LOCATI 12" S INV= 06.16 UNKOW 1o"w 18' CB 1 ; TYPE 2 5 J��,� CB 1 1 , TY E 2 72" CB 14 TYPE 48" 40 BOT EST 20 CB , TYPE 2 B 20+95, 1 LT B 1 +31 , 3.5' T T 420 RIM EL=41 74 ✓ RI EL=411 .09 `' � B 19 02, 4.3 LT >> y .1,� C 15, TYPE 48 8"w _ RIM E =410.10 ✓ 30 N INV= 05.29 18 E INV=405 RIM INV=405.80 18" W INV= 05.29Y 18 W INV=405 •' � sss S SHEET 9 4"G B11.5sT / � 1o"W BEYON _ . 5 EL K . 15 - www _ 415 12" N INV=406.10 OT EST w i I --- ( XST 12" 8" IE=406.70 sss EX I TING GROU @ ROAD G 06.3 - - BOT EST SSS I 6 SSS O 405.6 I I 10 I TOP OF O - 410 I I I PIPE 4 .7± I � - 0 - Q I S 11 05 - 8' S 405 D 8" I SSMH IX S I 28 LF 18 IP ssM I 1 4 LF 18" C E I 35 LF 1 CPEP L178 LF 8" CPEt 16 LF 12" PEP-782 LF 12" CPEP @ 1 .28% 0.26% @ 0.24 @ 11 .7% @ 2.9 14� 00 RELOCA E EXIST 400 6" W. EE DETAIL REL ATE EXIST 8" SEE DETAIL 1 - DD-2 �Reid PROFILE SCALE: 1 =20' HORIZ RECOMMENDED 3 1 "=5' VERT FOR APPROVAL BY 39578 <v� BY O��SS�OfVAL F�-aG\� EXPIRES �H2M HIL I � MAY 2003 C�TY OF N.E. 10th STREET/ANACORTES AVE. N.E. 1 " 20' N.E... R. CHUNG RENTON DETENTION POND AND STORM SYSTEM �. J. PRETS MAN - IMPROVEMENT PROJECT 1 ADDED CB-13B AND 22 LF DI PIPE jWC 1 -28-03 RS ate! ADAMS Wcm apL PLAN & PROFILE DR- 6 wr ws wog I L NM Mum BY DATE M" PLATIN STORM SEWER TRUNK NE 10TH ST. 8 17 D 2 21 61 EXISTING UTILITY " � NOTES: (])ABANDON APPX SEPTIC TANK RESTORE DISTURBED � CB�1 TYPE 2 4 N I 1 . SEE NOTES 1 THROUGH 10 ON SHEET 5. 20 REMOVE EXISTING UTILITY LOCATION AREAS WITH SOD I M B 2 .06, 1 .4' L N KNOWN PIPE. CONTRACTOR TO EXCAVATE (3 CONNECT TO DRAIN STRUCTURE I 3� „ _ Q -r � I 2. UN � - 12 INV-410.4 (EXST� 8 W A ANDONED N 2' BACK AND PLUG AFTER HOME SIDE SEWER ®PLUG EXISTING STORM SEWER PIPE ' HAS BEEN INSTALLED. � 12" INV=410.8 ✓' CB 17A YPE 1 TI ITY TO BE REMOVED OR RELOACTED BY OTHERS N I i 12" INV=41 1 .6 CB #1 TYPE 1 B 24+10, 10' RT >� O U L l _ V ' RIM EL=4 9.72 V 3. FOR DETENTION POND SECTIONS, SE DR-9. ©REMOVE AND RELOCATE UTILITY BLACKBERRY I REMOVE WOODI ' 12" E INV=415. 1 ✓ RIM EL 420.27►i = i 4. FOR GRAVEL ROAD SEE DETAIL 0 RELOCATE EXISTING SIDE SEWER IF CONFLICTING BUSHES FENCE, REINSTIALL I I SE INV 417.31 v- w DR-9 2 WITH NEW STORM SEWER. SEE DETAIL Q ZIS CONTRACTO TO POTHOL 1 o"w 5. FOR ASPHALT ACCESS ROAD SEE DETAIL SURFACE � I APPX DD-1 DD- 1 CLEANOUT BASEMENT DRAIN(S.) o I I I- 6. FOR PLANTING, SEE L-1 . ®REMOVE EXISTING SIDEWALKS AND CURB AND LOCATE AND CONNECT + (� 420 E ISTING BEFORE CO TR 420 GUTTER AND INSTALL SIDEWALK RAMP TYPE 2A. 2% MIN I w �' G OUND 7. T NEW FENCE AROUND EXISTING TREE SEE RENTON STD. PLAN E 3B. cn _ ELs' LINK i AS N SIDEWALKS AS NEEDED. BID ITEM- ABANDON EXISTING I 7f - AS NEEDED. 09 REPLACE CURB AND S D FINISHED 77 . 0SEE RENTON STD PLANS. SEPTIC SYSTEM. INSTALL NEWl� LIMITS OF ASPHALT SIDE SEWER FROM HOME PRESERVE TREE I 415 8 LF 12" 415 PAVING FOR ENTRANCE z TO SEWER MAIN. 7 5 - B 2 +9D 80 L 8.33% END `" I � BEV LLED QL 8 LF 12 CPE RAMP RELOCATION I + co PIP END 3.87% BEGIN RELOCATION COATED CHAIN OF EXISTING I N I V W INV 4.07.55 TING WIRE LINK FENCE WIRE FENCE. 410 r..0 410 N 185293.0 FENCE TYPE I. SEE o U� E 1312a_ 4z.6 - 422 \ SEE 8"S CITY STD. PLANS NOTE 7, X80 LF APPX PROPERTY LI _ _ - - - - - I O ` I @ 4.0 7%2 PEP AUTION SE R BLACKBERRIES \ \ )7 E\IDz'MOVE L \ D N T DIS ROCK PAD AT - I RF6 ONCE PIPE ND, SEE CB 16 TY E-2 54" j � EES ------ - \\ \`- 13� 3 I=n B 23+22.5, 12.4 RT / � N t - - - - - - - - ---- --- - ---nnlI \ \\ \ \ » = 1 ✓- Z - - - - - -- - - ----- 1V ` \ �\ � � `� \ ZZ - - - - - - -- -- ----------_ \ `\ 00 12 E INV- 09.48 1 D -g yz° a�2J' W INV ia•3� 0 12" NE INV 407.97 ✓ 0 CID 12" S INV= 09.57 (EXS )� CB 16A TYPE 1 JOT Q I B 23+05 , 15.6 RT NZ00 23+69.2, 3.6 LT / / �- ------ E4_4_- --__ - - � _ _�� \ \ \ \ �n_ Z V=407.48 RIM EL=4 3.86 \ EVELLED PI E END 12" NE I =411 .86 �- E 415 415 N 185236.5 \ \ \ \ \ N 10'�W 16 LE 2" PT yy�LAND \ \ O FINISHE 2"3, 4„G APPX EL � ®405.5 � � O BSu NDMd R . \ \\ \ � 3 CB GRADE ELs UNK o DIP @ .56% - ( ui 41 B WALL. A cs E o N \ _ A _-- BERRIE N 1e6244.3 `* 5 -- 15- � 4= o -3 � � � �� 410 � 410 i , 6 0 HEET DR- - - 1 O - - - --- - 75 LF 2" CPEP 0 12„ ROCK PA AT @ .65% G M O E 13072. 1312738.1 E 13127386, 1'85038.5 \ \ �I < POND BO OM PIPE EN -SEE 5 GENC`g OVER o ,3, 733 i E 1 12 �ILLW EE �- B- /1 1 1'� 0 RFI , CTURE, 405 8„S 405 Vw-- - � ' \ � N 1�12 8. ®406.0 � � J �\ _ I E � �s A � DR APPX � ( 6 1 EL 4N.2 N , CL S 3 WETLAND - - I 3 A �'j �' s�l3�T „ m I \ E 12722.8 DR __ I CB 19, TY E 2 54 CB 1 _�� L \ N a 4,. ---_-- - -- - _ CB TYPE 2 4 TYPE 2 o , 27 ----- - _��__ _ / I DR-9 FLOW CON L B 23 9 5.7 LT ZQ 4,2.2\ EL 5242.s-__-__- _--- - _ � - ��'/ - I 8"w STRUCTURE RIM E =413.66 �\ ---- - �_ N ,� - - -� / NV=405.83 RIM E 413.75'�' y 6 Y E , .s-- - - � - B 23+21 .6, 77 LT 12 E INV=408. ` _- E 1312�zr-e - - a-�f- J N 1 022.9 EVELLED Pl E END 18 N INV=405.7 X _ 18 W INV=405.V - \ --E� _--2 - ---- _ , 1� - RIM EL=41 51 ✓ O - \ �BE��---- - _ --ll - -- - 1 6 - - -N 18503 E 4 3. ��� -� _ I I B 16 18 S INV=405.7 - �-- ---------- -- - l>ti--_---- / I 18" NE INV 405.51 �' 18" N INV=405. � 34 ( sP-o3 ��QA1D---- ---------- - - - - - �-- X �► 18 N INV=406.45 36 o \ - ---- --- -- N �I O3 C / MIN. N 185223.8 - 415 415 -o E 1312698.6 tv 12' GRAVEL ACCESS RED ��� GROU D _ EXI TING GROUN EL 413.5 Go - N O\i i :1 n - - -- - - - - - - - - M M - - - ---- - ---- - -- - -- `� - ��, FINIS D IPE 1OT _ -- - - - _ o„� I GRAD EBRIS BOT EST - _ - - - - - h4m- �- - 1 408.8 FENCE HAINLINK F d 206 WOOD FENC CHAINLINK FENCE `� GB 5 ^ ^ 410 O 41 0 N 185298.13 m POST �� CB 19 DOUBLE 20' N 184999.( O o �? GRA 1$5002.2 O g I� E 1312679.60 0 \ f 2.1 MAC ( P)� FLOW CONTROL CD COATED C E 131267 F_, 12sao.3 ,3. o + 0 �� CITY OF RENTON o; FEN ELINE M GAP IN a_ I _ STRUCTURE, SEE LINK GATE. SE 4 � " 25 LE 18" o O `� o I CITY STD. PLANS. ,25 I i C RP. BOUNDARY � � z � 0 0 3 28. ," �, � ' 405 o n o o o 3 I JEC I AS �IsT N N @ 2.00% 405 @ 0.50% @ 0. 4% N DR-9 AS P HAL1 - z z C E S f �D� Z w ACCESS �OA10Z I s 0L-r CK PAD A 'G 4"G 4"G W oA EXISTING ikB '#20 E 2 48" PE END, S LE TION CAU ON GAS LIN S I - I BEG N REMOVE STRUCTURE, SEE DR-9 I WI FENCE B 23+53, 54.7' LT -41 1 DR-9 �IM Tpp nc S� p c�ir�r .70 18" SW INV=406.90✓' NOTE - PROFILES ALONG LONGEST PIPE CL IN THIS VIEW SEE DR - 6 PLAN PROFILE SCALE: 1 "=20' SCALE: 1 "=20' HORIZ 1 "=5' VERT Ete id - O�of WASyi-�O y� G°t�N ORO PPRODVAL BY 39578 w� BY RfGISTERE G�� �ONAI. F """' HILL „=20, �. �w N.E. 10th STREET/ANACORTES AVE. N.E. MAY 2003 •. � CITY OF R. CHUNC RENTON DETENTION POND AND STORM SYSTEM �. J. PRETS - IMPROVEMENT PROJECT waits Dept. DETENTION POND PLAN R. ADAMS MHIL NO. REVEM fff DATE A" B - 2266 1- 0 NE 1 /4 OF THE NW 1 /4, SECTION 10, TOWNSHIP 23 NORTH , RANGE 5 EAST, WILLAMETTE MERIDIAN Fnd MIC 07/25/2000 PROPERTY DESCRIPTION NARRATIVE Intersection Union Ave. NE and NE 12Th St. The West 164 feet of the South Half of the West Half While conducting a topographic survey in July 2000, several iron pipes COR Monument were located alongthe west line of the City of Renton parcel. Record Number 159 of the Southwest Quarter of the Northeast Quarter y BASIS OF BEARING Fnd MIC 07/25/2000 information on these pipes has not been found. After locating the section 4 3 s 88.39'06" E 2636.99' 3 3" Bross Disk In Conc of the Northwest Quarter of Section 10, Township 23 North, 1.0'SE Of SE Corner and one quarter corner, the distances were compared to other recorded Fence Range 5 East, Willamette Meridian, in King County, Washington, surveys in the area. The distances along the section lines were noted to 9 10 Except roads. be within 0.20-foot. Section 10 was then broken down into aliquot parts in iio o Containing an area of 49,036 square feet or 1.125 acres, more or less order to calculate the parcel. o N (as per Warranty Deed Recording Number 20020104000558) N COR Monument Several street monuments along NE 10th Street and within the Plat of 3 Number 8os W Honey Dew Estates Division Number 2 were located. The distances between co Fnd MIC 07/25/2000 the found monuments were compared to the record distances shown on Centerline N 0 148Th and recorded surveys and plats. The distance between the monument at 0 0 b SE 120Tn st. NE 10th Street and 136th Avenue SE and the southwest corner of the Z oi in LO southwest quarter of the northeast quarter of the northwest quarter of CO ►°PO Section 10 is within 0.04-foot. Finally, the distances of the street monuments 000� found within the plat were compared against the sectional breakdown, 9 1 0 1 1 0 ,I "' U) Fence Located west line of the parcel, and these distances compared within 0.10-foot. o o aa) 0.25'west of The decision was made to hold the sectional breakdown for the west line S 88.20'O1" E 2611.35' O I Property Corner Fnd MIC s Disk 2000 Z of the parcel, thus the found pipes along this line were not used to 1.5" Brass Disk p p p g In 4"X4" Conc ° �� S 88 31 59 E determine the position of the west line. Intersection Union Ave. NE 164.06' Wire Fence and NE 8Th St. NOT TO SCALE (v COR Monument 1 Fnd 07/25/2000 W! Number 1848 , 3" Brass Disk - / 14 93•08' 70.98' with Punch Mark 00, irk W Centerline M � c Q REFERENCES /� SE 128Th St. cV/ qj O � / co c g 00 Warranty Deed - Recording Number 20020104000558 0 cD 2 ! fruit C:iailn iJCG-d RCC:Uiufllg INurriDtr / `V Deed - Recording Number 4839932 Quit Claim Deed - Recording number 9205200874 Statutory Warranty Deed - Recording Number 9005091476 >r o Plat of Mission Hills - Recording Number 9401102046 ° I�, J 15 o Plat of Honey Dew Estates Div. No. 2 - Recording Number 5663258 N W �LJ Q) o Plat of Honey Dew Estates Div. No. 3 - Recording Number 7606180547 0 / -M Y Plat of Wood Creek - Recording Number 19991228000816 orn / ^ .a Z Boundary Line Adjustment - Recording Number 20020912900003 00 It P") L O L Found 08/23/2000 U Rebar N 25'West of Line L� SURVEYOR'S NOTES 16 3 - / Fence Gap in 1. This survey was performed by field traverse, with the Post Fenceline O r final results meeting or exceeding the current traverse 00 standards contained in WAC 332-090. LEGEND � I Found 08/23/2000 ° W/ Iron Pipe o 2. All measurements were made with a Leica TCRA-1103, I W/ Plug 0.39'East Of Line � Section Corner As Noted Z o a 3-second total station and Trimble 4800 GPS units. I Approximate � Intersection of 4 Property Line 00 ►�� Found 1/4 Corner As Noted w I and Chain Link Found 08/23/2000 11 '� ao i - Fenceline W�"PI o9n Pipe — 3. All monuments shown as found were visited in July and August Wire Fence to be 0 Found RR Spike w/ chisled X N, 014. 0.35'East of Line Removed upon 2000, and no verification has been made to determine if the Completion of � U". Constructions found monuments shown hereon still exist in the stated form ■ Set 2" X 2" White Line Stake ' I v 1 7 as of the date of this recording. Set Property Marker, 5/8" Rebar O• a- Approximate „ With Cap Marked 'CH2M Hill LS 17673' Z Found 08/23/200000 PropIntersection Line Property 4. This survey was prepared for the exclusive use of the City I Rebar & Cap LS 10927 and Chain Link `` y p p y 00 0.8'Below Surface Fenceline �' COR City Of Renton Monument o.1s'south of Line `n 3 of Renton and does not extend to any unamed person or 0.20'East of Line----_ -- S 880 29'36" E 164.07' io persons without express certification by surveyor naming Found MIC 53.71' said party. 5.82 West gin of RR Spike Ra►1 Fencet 0 93.05' - 71.02' Found 2 " Brass Disk N 880 29'55" W o Basis of Bearing: The North Line of Section 3 with Punch tersection 4'x4 M Concrete Intersection SE 116Th Street 0 40 80 120 of NE 10th Street Plat 192.116' _ Fence Located and Union Avenue NE 1114.20' - COR Monument Calc 192.07' 0.15'East of West Property Line Number 806 and 0.02'North of South Property Scale In Feet Line. 1/16th Line CH2MHILL CONFORMED COPY • f f %'15URVEYOR S CERTIFICATE SURVEY FOR THE d Tris map correctly represents a survey made by 777-108TH AVE NErm or under my direction h conformance with the CITY OF RENTON BELLEVUE, WA 98009 Fledfor record — i* rWements of the Survey Recordhg Act at the (206) 453-5000 at p 20030729900001 request of CITY OF RENTON K SWINDAMAN SURVEY 85.00 "r h 2003. PAGE 001 OF 001 10TH STREET STORMWATER FACILITY KING COUNT 09:00 �� f KING COUNTY, WA County Auditor alb KEfmth W. Swhdantan DRAWN BY: B.O.W. CHECKED BY: J.G.M. ,_ JOB NO. 16 � Cortlfhate No. 34130 Date: / � �� K��Q �TY� W/ '���TO�