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F- t? S� `zr,'r . 32 u 134TM KC SP 676063 - 76/2f10657 d o � � •I N c°c• o � i .car I` y!` t 37- I c p �,J o>� °� .• j q' `^o� � t o>,O �� ^ ¢ ^ l Q I r" >T'-- _��__ q g m_ 29 14 Po AA +cofr ts.•.f ab°. s3 t2u"s g a ♦! ^yy1 n 3 l �,.« e� "1f" •r'; .naa <..- t qry Sy . 135T11t ST, 32 15 I i 64 ,, C00 >Ii2 DP�+ 40 -s9 t ° n b ♦ 15 0 ' f:�,°d'0 y ' d•'p � ✓°p0 • " oyi0 � V° !< T e>.. rr <>s: ! nle.. l•Lx,3! , 47 zq.p3^` 10 `'k KC SP I.j84106 8505170617 �N 132 .IS SE 136 TH ST r e.„° ° s. 9g <e/>rr 0 < #q` t'g34 <ss� IBpeor z eFP I1h 2er/ A R1. is J > ., .. �p N;.x'----_-NBg•29' Iz� W (Se„�< Ara) s e.. mo • _ze1 d r - R SE 136 T---------' 132,62 A' 'f�' 7 1 1 g py+ SE 13. 2J-5 �'-t328.14 H ST _ es•e`e. �"_ yp� S W j.4 - -3 f-5 SE 136 TH St s - •.. . �� r I� MORGAN PLACE 11 NE1/4, NE1/4, SEC. 15, T. 23 N., R. 5 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON LOTS 21 AND 22, MORGAN PLACE, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 205 OF PLATS, PAGES 68 THROUGH 77, INCLUSIVE, IN KING COUNTY, WASHINGTON: TOGETHER WITH THAT PORTION OF VACATED LYONS AVENUE NORTHEAST, (WHICH WAS VACATED PURSUANT TO CITY OF RENTON ORDINANCE NUMBER 4958, RECORDED UNDER RECORDING NUMBER 20020404000988), WHICH ATTACHED THERETO BY OPERATION OF LAW. 1plowwl�. • KNOW ALL MEN BY THESE PRESENTS THAT WE THE UNDERSIGNED OWNER(S) OF INTEREST IN THE LAND HEREIN DESCRIBED DO HEREBY MAKE A SHORT SUBDIVISION THEREOF PURSUANT TO RCW 58,17.060 AND DECLARE THIS SHORT PLAT TO BE THE GRAPHIC REPRESENTATION OF SAME AND THAT SAID SUBDIVISION IS MADE WITH FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF THE OWNER(S), IN WITNESS WHEREOF WE SET OUR HANDS AND SEALS. MORGAN COURT INVESTORS, LLC A WASHINGTON LIMITED LIABILITY COMPANY ACKNOWLEDGEMENTS STATE OF WASHINGTON COUNTY OF ------- HOMESTREET BANK. I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT ---------- ----------- -------------------------------- SIGNED THIS INSTRUMENT, ON OATH STATED THAT (HE/SHE) WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE OF --------------------------------------------------- TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED_______ SIGNATURE OF NOTARY PUBLIC PRINTED NAME TITLE MY APPOINTMENT EXPIRES STATE OF WASHINGTON COUNTY OF ------- I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT ---------- ----------- -------------------------------- SIGNED THIS INSTRUMENT, ON OATH STATED THAT (HE/SHE) WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE OF ----------------------- -- ----------------._----_, TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED ------- SIGNATURE OF NOTARY PUBLIC PRINTED NAME TITLE MY APPOINTMENT EXPIRES APPROVALS CITY OF RENTON: EXAMINED AND APPROVED THIS ___- DAY OF 20__. ADMINISTRATOR OF THE PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT KING COUNTY DEPARTMENT OF ASSESSMENTS: EXAMINED AND APPROVED THIS DAY OF KING COUNTY ASSESSOR 20__. DEPUTY KING COUNTY ASSESSOR LAND SURVEYOR'S CERTIFICATE I HEREBY CERTIFY THAT THIS SHORT PLAT OF _MORGAN PLACE I1___________ IS BASED UPON AN ACTUAL SURVEY AND SUBDIVISION OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., THAT THE COURSES AND DISTANCES ARE SHOWN CORRECTLY THEREON; THAT THE MONUMENTS WILL BE SET AND THE LOT AND BLOCK CORNERS WILL BE STAKED CORRECTLY ON THE GROUND AS CONSTRUCTION IS COMP- LETED AND THAT I HAVE FULLY COMPLIED WITH THE PROVISIONS OF THE PLATTING REGULATIONS. �oaN, WAS'�F 0 Y 35145 EXPIRES: 5/19/03 sle toz. WON 2132tem PROFESSIONAL LAND SURVEYOR CERTIFICATE NO, 35145 MEAD GILMAN & ASSOCIATES P.O. BOX 289 WOODINVILLE, WASHINGTON 98072 PHONE: (425) 486-1252 FILED FOR RECORD AT THE REQUEST OF THE CITY OF RENTON THIS ------ DAY OF -------------, 20-_ AT ------ MINUTES PAST ------ M. AND RECORDED IN VOLUME ------ OF PLATS, PAGE(S) ------------- RECORDS OF KING COUNTY, WASHINGTON. DIVISION OF RECORDS AND ELECTIONS MANAGER SUPERINTENDENT OF RECORDS C� OF ENTON Y MAY 0 8 2002 RECEIVE JOB NO. 01102 SHEET 1 OF 3 B H p- OA- 03q MORGAN PLACE II NE1/4, NE1/4, SEC. 15, CITY OF RENTON, KING CONDITIONS. COVENANTS & RESTRICTIONS OF RECORD: 1. SUBJECT TO AN EASEMENT AND THE TERMS AND CONDITIONS THEREOF GRANTED TO KING COUNTY FOR UTILITIES AND DRAINAGE FACILITY RECORDED JUNE 23, 1987 UNDER RECORDING NUMBER 8706230526 (SAID EASEMENT SUPERSEDES INSTRUMENT RECORDED UNDER RECORDING NUMBER 8704060410). 2. SUBJECT TO COVENANTS, CONDITIONS, RESTRICTIONS, EASEMENTS AND LIABILITY FOR ASSESSMENTS CONTAINED IN INSTRUMENT RECORDED FEBRUARY 28, 2002 UNDER RECORDING NUMBER 20020228001892. 3. SUBJECT TO COVENANTS, CONDITIONS, RESTRICTIONS, EASEMENTS, NOTES, DEDICATIONS AND SETBACKS, IF ANY, SET FORTH IN OR DELINEATED ON SAID PLAT OF MORGAN PLACE. 4. SUBJECT TO THE TERMS AND CONDITIONS OF CITY OF RENTON ORDINANCE NUMBER 4612 RECORDED JUNE 21, 1996 UNDER RECORDING NUMBER 9606210966. 5. SUBJECT TO LATECOMERS AGREEMENT BETWEEN THE CITY OF RENTON AND CENTEX HOMES AS RECORDED UNDER RECORDING NUMBER 20000420000998, 6. SUBJECT TO THE RIGHT OF KING COUNTY TO MAKE SLOPES FOR CUTS OR FILLS AS GRANTED IN DEFDS RECORDED UNDER RECORDING NUMBERS 5761687, 5821507 AND 5861231. T P_ROVI IORS&COVENANTS: AN EASEMENT IS HEREBY GRANTED TO THE CITY OF RENTON, PUGET SOUND ENERGY, QWEST, A CABLE T.V. COMPANY, AND THE OWNERS OF ALL LOTS WITHIN THIS SHORT PLAT, AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS, UNDER, OVER AND UPON THOSE EASEMENTS DESIGNATED AS "10' SIDEWALK AND PUBLIC UTILITY EASEMENT", AND "10' PUBLIC UTILITY EASEMENT", SAID EASEMENTS BEING DELINEATED ON THIS SHORT PLAT, IN WHICH TO INSTALL, LAY, CONSTRUCT, RENEW, OPERATE AND MAINTAIN UNDERGROUND CONDUITS, PIPELINES, CABLE, AND WIRES WITH THE NECESSARY FACILITIES AND OTHER EQUIPMENT FOR THE PURPOSE OF SERVICE TO THIS SUBDIVISION AND OTHER PROPERTY WITH ELECTRIC, TELEPHONE, GAS, CABLE T.V. SERVICE, SEWER, WATER AND DRAINAGE, TOGETHER WITH THE RIGHT TO ENTER UPON THE EASEMENTS AT ALL TIMES FOR THE PURPOSES STATED. THE OWNER(S) OF THE LAND EMBRACED WITHIN THIS SHORT PLAT, IN RETURN FOR THE BENEFIT TO ACCRUE FROM THIS SUBDIVISION, BY SIGNING HEREON, COVENANTS AND AGREES TO CONVEY THE BENEFICIAL INTEREST IN THE NEW EASEMENTS SHOWN ON THIS PLAT TO ANY AND ALL FUTURE PURCHASERS OF THE LOTS, OR OF ANY SUBDIVISION THEREOF. THIS CONVENANT SHALL RUN WITH THE LAND AS SHOWN ON THE PLAT. T. 23 N., R. 5 E., W.M. COUNTY, WASHINGTON GENERAL NOTES: 1. INSTRUMENT & PROCEDURES: A 5" ELECTRONIC TOTAL STATION WAS USED FOR THIS FIELD TRAVERSE SURVEY. ACCURACY MEETS OR EXCEEDS W.A.C. 332-130-090. 2. ALL LOT AND TRACT CORNERS SHALL BE MARKED WITH 1/2" REBAR AND ORANGE PLASTIC CAP STAMPED "MEAD GILMAN & ASSOCIATES 29276 32434 36811 35145". 3. ALL BUILDING DOWN SPOUTS, FOOTING DRAINS, AND DRAINS FROM ALL IMPERVIOUS SURFACES SUCH AS PATIOS AND DRIVEWAYS SHALL BE CONNECTED TO THE PER- MANENT STORM DRAIN OUTLET AS SHOWN ON THE APPROVED CONSTRUCTION DRAWINGS ON FILE WITH RENTON DEVELOPMENT SERVICES DIVISION. THIS PLAN SHALL BE SUBMITTED WITH THE APPLICATION OF ANY BUILDING PERMIT. ALL CONNECTIONS OF THE DRAINS MUST BE CONSTRUCTED AND APPROVED PRIOR TO FINAL BUILDING INSPECTION APPROVAL. 4. NO LOT OR PORTION OF A LOT IN THIS SHORT PLAT SHALL BE DIVIDED AND SOLD OR RESOLD OR OWNERSHIP CHANGED OR TRANSFERRED WHEREBY THE OWNERSHIP OF ANY PORTION OF THIS SHORT PLAT SHALL BE LESS THAN THE AREA REQUIRED FOR THE USE DISTRICT IN WHICH LOCATED. 5. ALL MONUMENTS AND CORNERS NOTED AS FOUND ON SHEET 3 OF THIS SHORT PLAT WERE VISITED IN OCTOBER OF 2000. 6. THE APPLICANT SHALL BE REQUIRED TO DEVELOP A TEMPORARY EROSION CONTROL PLAN AND INSTALL AND MAINTAIN THE PLAN TO THE SATISFACTION OF THE DEVELOPMENT SERVICES DIVISION FOR THE DURATION OF THE PROJECT SUBMITTAL. 7. LOT 1 SHALL NOT HAVE VEHICULAR ACCESS TO NE 4TH STREET. AS uF �l Ia e o� * 35145 `ass/: *�`I S TVR�'* ANAL LAND S EXPIRES: 5/ 19/Q,3 JOB NO. 01102 SHEET 2 OF 3 SNP-o �-off. 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E. .+ , A � r � m+r.�rs�+x,� °7P' � =_�4� • - t—. 54�44 M 6�' - ^— :3�t�.a 1.. I ID ID N (U O O 0 cu L, L5 w a W Of U SEC. III TWP. 23 N., RGE. 5 E I W. M. rk- -1 ;1 mfimmmmmm- t /A\/ h-l-% 1 /' 16 p l ua l - 0H OH I—7L--.__.-_ _ (/ D �./fy _ _ e` -ELT_.__ ✓ _-._�a,a®_/ ',/r SS D °- - SS •-�---a-�- SS' --- o SS SS ° D ° ° . p UGT—jI - D Q J. e e 1 o S5 SS ?-"- SS D D 1 p NE 4th STREET 33' 184' Ll D 40' UT7L/T_r D KING COUNTY DRAINAGE EASEMENT De D EASEMENT t G o(8706230525)- G - �_ ,1 & G D p p p 6-7 -- 79 7, 308 SF I ! I P BSBL (TYP.) 10' U77LITY EASEMENT PROPOSED LOT--j^ DIMENSION + ` (TYP,)' I I 7,326 SF I -' EXISTING LOT I LINE (TYR) ! I -- 102 --- 6 / EXISTING LOT DIMENSION t I 3 r- (T YP`) , 8,466 SF l cz D I /LIJ F / '20' NE 3rd -1 'LANE-- .SB 16 Cw I 1'd'cw 140 . fl b i �°'`�.,M ( ,°� ;v' ,t./ '•/ 1/16 cw 2"CW J 116 � yy r- V-11 /a'A 6A, ( s 40' 0 40' SCALE 1 " = 40' 2125102 BOUNDARY INFORMATION BEARING DISTANCE L 1 N00'18'51 "E 248 1 T. L2 N88'21 '09 "!N 80.08' L 3 NO 138'51 "E 112. 36' L4 N39'12'13"E 79.20' L5 N65'04'17" W 11. 00' DELTA RADIUS LENGTH C1 90°00'00" 25.00' 39.27' C2 I J733'22" 1 100.00' 1 65.55' * 1 900 COALFIELD i 2 2 2 SE 116TH ST Z ¢ 'K 2 IK MAPLE VALLEY it F HEIGHTS PARK NE 4TH ST S/ TE I FMAPLEWOOD ? PARK F O J /D MAPLEWOOD HEIGHTS NOT TO SCALE GENERAL NOTES: OWNER/DEVELOPER: ABNEY REVARD, INC. 9375 SW COMMERCE CIRCLE SUI TE 7 WILSONOLLE, OREGON 97070 ENGINEER: PETERSON CONSUL T7NG ENGINEERS 4030 LAKE WASHINGTON BLVD N.E. SUITE 200 KIRKLAND, WASHINGTON 98033 (425) 827-5874 CONTACT- JENNIFER A. STEIG, P.E. SURVEYOR: MEAD GILMAN & ASSOCIATES P.O. YOX 289 WOODINOLLE, WASHINGTON 98072 (425) 486-1252 CONTACT- EDWARD ANDERSON, P.L.S. MORG.AN PLACF II MORGAN PLACE TOTAL AREA (i): 0.53 ACRES (GROSS) 15.89 ACRES (GROSS) TOTAL AREA R. 0. W<, ACCESS ESMT'S, SENSITIVE AREAS. NET AREA: TOTAL LOTS.• MAX. ALLOWABLE DENSITY - PROPOSED DENSITY. - ZONING: EXISTING USE USE.• PROPOSED USE: BOUNDARY.• TOPOGRAPHY- 0 ACRES 4.25 ACRES 0.53 ACRES 11.64 ACRES 3 47 5 DU/ACRE 5 DU/ACRE 4.04 DU/ACRE 4.04 DU/ACRE R-5, URBAN RESIDENTIAL SINGLE-FAMILY, DETACHED SINGLE-FAMILY, DETACHED FIELD SURVEY BY MEAD GILMAN & ASSOCIATES FIELD SURVEY BY MEAD GILMAN & ASSOCIATES SEINER/WA TER. CITY OF RENTON STORM DRAINAGE. • CITY OF RENTON GASIP 0WER: PUGET SOUND ENERGY TELEPHONE.- QWEST CABLE. • AT&T FIRE DISTRICT- CITY OF RENTON SCHOOL DISTRICT- ISSAQUAH SCHOOL DISTRICT #411 BENCHMARKS. • CITY OF RENTON BM #1852 24-OCT-96. ELEV = 454.76' (138.614 METERS) 0LEGAL DESCRIPTION: BRASS DISK SET IN CONCRETE STREET SURFACE AT THE CONSTRUCTED rr INTERSECTION OF NE 47H STREET (SE 128TH ST) AND NILE AVENUE NE (148TH AV SE). LOTS 21 AND 22 OF THE PLAT OF MORGAN PLACE AS RECORDED IN VOL. 205 OF PLATS, AT PAGES 68-77, UNDER RECORDING NO. 200220228001891, RECORDS OF IBM "A" '_ �, KING COUNTY WASHINGTON, CHISLED SQUARE '0' IN SW CORNER OF 5' X 5' CONCRETE PAD FOR CABLE TOGETHER Wl TH THA T PORTION OF L YONS A VE. VA CA TED UNDER Cl TY OF BOX AT NE CORNER OF INTERSECTION 4TH AVENUE NE AND 148TH AVENUE SE `" RENTON ORDINANCE NO. 4958. (NILE AVENUE NE). ELEVATION = 456.30 FEET DA TUM: NA VD 88 (Cl TY OF RENTON) SNP-oa-o39 Za a � aaa aaaaa W W Q N O N ? N o ZZ N ,t> EXPIRES 09/09/02 STAMP NOT VALID UNLESS SIGNED AND DATED 4030 Lake Washington Blvd. N.E., Suite 200 Kirkland, WA 98033 Tel (425) 827-5874 Fax (425) 822-7216 JOB NUMBER ABRE-0003 SHEET NUMBER �/ 1 / OF L, MORGAN PLACE II NE1/4, NE1/4, SEC. l..-" , T. 23 N. R. 5 E. W.M. CITY OF RENTON, KIN(:. COUNTY, WASHINGTON LEGAL DESCRIPTION: LOTS 21 AND 22, MORGAN PLACE, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 205 OF PLATS, PAGES 68 THROUGH 77, INCLUSIVE, IN KING COUNTY, WASHINGTON: TOGETHER WITH THAT PORTION OF VACATED LYONS AVENUE NORTHEAST, (WHICH WAS VACATED PURSUANT TO CITY OF RENTON ORDINANCE NUMBER 4958, RECORDED UNDER RECORDING NUMBER 20020404000988), WHICH ATTACHED THERETO BY OPERATION OF LAW. DECLARATION: KNOW ALL MEN BY THESE PRESENTS THAT WE THE UNDERSIGNED OWNER(S) OF INTEREST IN THE LAND HEREIN DESCRIBED DO HEREBY MAKE A SHORT SUBDIVISION THEREOF PURSUANT TO RCW 58.17.060 AND DECLARE THIS SHORT PLAT TO BE THE GRAPHIC REPRESENTATION OF SAME AND THAT SAID SUBDIVISION IS MADE WITH FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF THE OWNER(S). IN WITNESS WHEREOF WE SET OUR HANDS AND SEALS. MORGAN COURT INVESTORS, LLC A WASHINGTON LIMITED LIABILITY COMPANY EXAMINED AND APPROVED THIS --_ DAY OF 20— ADMINISTRATOR OF THE PLANNING%BUILDING/PUBLIC WORKS DEPARTMENT KING COUNTY DEPARTMENT OF ASSESSMENTS: EXAMINED AND APPROVED THIS --- DAY OF KING COUNTY ASSESSOR 20--. DEPUTY KING COUNTY ASSESSOR LAND SURVEYOR'S CERTIFICATE I HEREBY CERTIFY THAT THIS SHORT PLAT OF _MORGAN PLACE II_______ IS BASED UPON AN ACTUAL SURVEY AND SUBDIVISION OF SECTION 15 TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., THAT THE COURSES AND DISTANCES ARE SHOWN CORRECTLY THEREON; THAT THE MONUMENTS WILL BE SET AND THE LOT AND BLOCK CORNERS WILL BE STAKED CORRECTLY ON THE GROUND AS CONSTRUCTION IS COMP- LETED AND THAT I HAVE FULLY COMPLIED WITH THE PROVISIONS OF THE PLATTING REGULATIONS. STATE OF WASHINGTON ��`F••�'AS•`�� COUNTY OF ----- --------- �'• %,j e9� PROFESSIONAL LAND SURVEYOR CERTIFICATE NO. 35145 c� p�c11 MEAD GILMAN & ASSOCIATES I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT :� z: P.O. BOX 289 SIGNED THIS INSTRUMENT, ON OATH STATED WOODINVILLE, WASHINGTON 98072 THAT (HE/SHE) WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE �'o ' °� PHONE: (425) 486-1252 --- • 35145 Fss•��;G! OF ----------- ---- ------- ______, TO BE THE FREE ANDp.ANa STF;�?�'• �� S VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. Al L EXPIRES: 5/ 19/O3 DATED SIGNATURE OF NOTARY PUBLIC ---_ PRINTED NAME-------- TITLE MY APPOINTMENT EXPIRES 5121 1O z FILED FOR RECORD AT THE REQUEST OF THE CITY OF RENTON THIS __— DAY OF 20-- AT _-- MINUTES PAST AND RECORDED IN VOLUME ------ OF PLATS, PAGE(S) RECORDS OF KING COUNTY, WASHINGTON. DIVISION OF RECORDS AND ELECTIONS MANAGER SUPERINTENDENT OF RECORDS PLAN REVIEW CITY OF RENTON �2 2 2002 RECEIVED JOB NO. 01102 SHEET 1 OF 3 SuP-oQ-©39 MORGAN PLACE II NE1/4, NE1/4, SEC. 15, T. 23 N., R. 5 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON CONDITIONS. COVENANTS & RESTRICTIONS OF RECORD: GENERAL NOTES: 1. INSTRUMENT & PROCEDURES: A 5" ELECTRONIC TOTAL STATION WAS USED FOR THIS 1. SUBJECT TO AN EASEMENT AND THE TERMS AND CONDITIONS THEREOF FIELD TRAVERSE SURVEY. ACCURACY MEETS OR EXCEEDS W.A.C. 332-130-090. GRANTED TO KING COUNTY FOR UTILITIES AND DRAINAGE FACILITY 2. ALL LOT AND TRACT CORNERS SHALL BE MARKED WITH 1/2" REBAR AND ORANGE RECORDED JUNE 23, 1987 UNDER RECORDING NUMBER 8706230526 PLASTIC CAP STAMPED "MEAD GILMAN & ASSOCIATES 29276 32434 36811 35145". (SAID EASEMENT SUPERSEDES INSTRUMENT RECORDED UNDER RECORDING NUMBER 8704060410). 3. ALL BUILDING DOWN SPOUTS, FOOTING DRAINS, AND DRAINS FROM ALL IMPERVIOUS SURFACES SUCH AS PATIOS AND DRIVEWAYS SHALL BE CONNECTED TO THE PER- MANENT STORM DRAIN OUTLET AS SHOWN ON THE APPROVED CONSTRUCTION DRAWINGS 2. SUBJECT TO COVENANTS, CONDITIONS, RESTRICTIONS, EASEMENTS AND ON FILE WITH RENTON DEVELOPMENT SERVICES DIVISION. THIS PLAN SHALL BE LIABILITY FOR ASSESSMENTS CONTAINED IN INSTRUMENT RECORDED SUBMITTED WITH THE APPLICATION OF ANY BUILDING PERMIT. ALL CONNECTIONS FEBRUARY 28, 2002 UNDER RECORDING NUMBER 20020228001892. OF THE DRAINS MUST BE CONSTRUCTED AND APPROVED PRIOR TO FINAL BUILDING INSPECTION APPROVAL. 3. SUBJECT TO COVENANTS, CONDITIONS, RESTRICTIONS, EASEMENTS, NOTES, DEDICATIONS AND SETBACKS, IF ANY, SET FORTH IN OR DELINEATED ON 4. NO LOT OR PORTION OF A LOT IN THIS SHORT PLAT SHALL BE DIVIDED AND SOLD SAID PLAT OF MORGAN PLACE. OR RESOLD OR OWNERSHIP CHANGED OR TRANSFERRED WHEREBY THE OWNERSHIP OF ANY PORTION OF THIS SHORT PLAT SHALL BE LESS THAN THE AREA REQUIRED FOR THE USE DISTRICT IN WHICH LOCATED. 4. SUBJECT TO THE TERMS AND CONDITIONS OF CITY OF RENTON ORDINANCE NUMBER 4612 RECORDED JUNE 21, 1996 UNDER RECORDING NUMBER 9606210966. 5. ALL MONUMENTS AND CORNERS NOTED AS FOUND ON SHEET 3 OF THIS 5. SUBJECT TO LATECOMERS AGREEMENT BETWEEN THE CITY OF RENTON AND SHORT PLAT WERE VISITED IN OCTOBER OF 2000. CENTEX HOMES AS RECORDED UNDER RECORDING NUMBER 20000420000998. 6. THE APPLICANT SHALL BE REQUIRED TO DEVELOP A TEMPORARY EROSION CONTROL 6. SUBJECT TO THE RIGHT OF KING COUNTY TO MAKE SLOPES FOR CUTS OR PLAN AND INSTALL AND MAINTAIN THE PLAN TO THE SATISFACTION OF THE DEVELOPMENT FILLS AS GRANTED IN DEEDS RECORDED UNDER RECORDING NUMBERS 5761687, SERVICES DIVISION FOR TEE DURATION OF THE PROJECT SUBMITTAL. 5821507 AND 5861231. 7. LOT 1 SHALL NOT HAVE VEHICULAR ACCESS TO NE 4TH STREET. EASEMENT PROVISIONS & COVENANTS: AN EASEMENT IS HEREBY GRANTED TO THE CITY OF RENTON, PUGET SOUND ENERGY, QWEST, A CABLE T.V. COMPANY, AND THE OWNERS OF ALL LOTS WITHIN THIS SHORT PLAT, AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS, UNDER, OVER AND UPON THOSE EASEMENTS DESIGNATED AS "10' SIDEWALK AND PUBLIC UTILITY EASEMENT", AND "10' PUBLIC UTILITY EASEMENT", SAID EASEMENTS BEING DELINEATED ON THIS SHORT PLAT, IN WHICH TO INSTALL, LAY, CONSTRUCT, RENEW, OPERATE AND MAINTAIN UNDERGROUND CONDUITS, PIPELINES, CABLE, AND WIRES WITH THE NECESSARY FACILITIES AND OTHER EQUIPMENT FOR THE PURPOSE OF SERVICE TO THIS SUBDIVISION AND OTHER PROPERTY WITH ELECTRIC, TELEPHONE, GAS, CABLE T.V. SERVICE, SEWER, WATER AND DRAINAGE, TOGETHER WITH THE RIGHT TO ENTER UPON THE EASEMENTS AT ALL TIMES FOR THE PURPOSES STATED. DECLARATION OF COVENANTS THE OWNER(S) OF THE LAND EMBRACED WITHIN THIS SHORT PLAT, IN RETURN FOR THE BENEFIT TO ACCRUE FROM THIS SUBDIVISION, BY SIGNING HEREON, COVENANTS AND AGREES TO CONVEY THE BENEFICIAL INTEREST IN THE NEW EASEMENTS SHOWN ON THIS PLAT TO ANY AND ALL FUTURE PURCHASERS OF THE LOTS, OR OF ANY SUBDIVISION THEREOF. THIS CONVENANT SHALL RUN WITH THE LAND AS SHOWN ON THE PLAT. OQNER WS1�q:y� AS&dTn4m �r�'�9� C�I pwU1 �•• 35145 .0�� .� FSS�*..[ST' PROFESSIONAL LAND SURVEYORS *.`�� .. DNA (, LANO 17625 130TH AVE. N.E., STE. 104, WOODINVILLE, WA 9E EXPIRES: 5/19/03 $/Z1/0Z MAILING ADDRESS, P.O. BOX 289, WOODINVILLE, WA 98 JOB NO. 01102 PHONE: (425) 486-1252 FAX: (425) 486-6108 SHEET 2 OF 3 -�5 N p Q;Z--o 39 NE1/4, NE1/4, SEC. 15, CITY OF RENTON, KING 10' UTILITY EASEMENT SEE EASEMENT PROVISIONS ON SHEET 2 NOTE 1 FOUND EXISTING ROD AND CAP SET BY MEAD GILMAN & ASSOC. FOR THE PLAT OF MORGAN PLACE. (REMOVED DURING THE SURVEY OF THIS SHORT PLAT) v 1 7 O QV `0 PLACE II T. 23 N., R. 5 E., W.M. COUNTY, WASHINGTON NE 4 th STREET O.O.R. SURVEY MON. # 1852 N 88'21'09" W 10' UTILITY EASEMENT SEE EASEMENT PROVISIONS ON SHEET 2 i j W O J SEE NOTE 1. — — N 88'21'09" W 529.58' 8 c KING COUNTY DRAINAGE ESMT, o RECORDED UNDER RECORDING I� N0. 8706230526 Co To I I I i 25' 25' 26 PER w LQ - °-I PLACE I n SEE Co II .. NOT;:. 1. o �J 30 0 Z I� W Scale 14 Q Cn z 0 I J / 23 n 30 60 90 1" = 30' A 5" ELECTRONIC TOTAL STATION WAS USED FOR THIS FIELD TRAVERSE SURVEY. ACCURACY MEETS OR EXCEEDS W.A.C. 332-130-090. LEGEND: SECTION CORNER MONUMENT (SEE BREAKDOWN) (SHEET 1) C� QUARTER SECTION CORNER MONUMENT • SET 112" REBAR WITH CAP STAMPED "MG 29276 32434 36811 35145" UNLESS OTHERWISE NOTED. B FOUND 4"X4" CONC MON WITH TACK IN LEAD IN CASE STAMPED IS 35145". NOTE SEE SHEET 3 OF 10, PLAT OF MORGAN PLACE, AS RECORDED / IN VOL. 205, PGS. 68-77, RECORDS OF KING COUNTY, WA. FOR TIES TO CITY OF RENTON SURVEY CONTROL. CURVE DATA NUMBER DELTA ANGLE RADIUS ARC LENGTH C1 37'33'22" 125.00 81.93 C2 38'53'22" 125.00 84.84 C20 90'00'00" 25.00 39.27 C21 37'33'22" 100.00 65.55 C55 OZ25'38" 100.00 4.24 C56 35'07'44" 100.00 61.31 ADDRESSING BLOCK: LOT # HOUSE # TREET NAME 1 365 LYONS AVENUE NE 2 359 LYONS AVENUE NE 3 353 LYONS AVENUE NE JOB NO. 01102 SHEET 3 OF 3 6 k P-Q2- 0--,;7 W a V) L LJ d d I 0 F- 0 a 00 I-- N r z <t Y �^ ca g I o QO N V n n N_8_8'20'52" W W � W n z Q W ry CD CD Op p "I' OONCID ti 00 00 N c�iU Q �N 414 �1 N o7 7j V Z ® J w Z w0 m; �n �o �0 r U Zs o Cj �o0 v wll Z �o< � _ LL ti U V) G7 (U O C7 N Z o W N LL Z w w Z o ~vi U) Ld W u V)0 C7 U U IL asa Q V cf� V, Cn ry N U-)(55 Q 7 Q 7 Q Q 7 7 Q O N cv 2 1 0 Q Q cncr) Qo z:-o °7 Q� � C i z N C3 o 0 CL {� Z c Q LZL, Q Y L U J � � < U sn m I L w Q I L Q_ J_ LCU :MD i ,L^J /L__.. IL�I I O LLJ cn L W Q Q w Q d r7 n O z LJ z J L� 40 39 38 37 36 35 34 10 1 100' 0 100' 9 — NE 5 TH S T — } SCALE: 1 " = 100' \ z �i w 41 �0 31 32 3 ;� Lij 42 Z ,. f ; 4 W i Qj y w w WI '] LO 43 w :. . ' �1 ® C 1� �44 N, z 30 �. TRACT E z i W (NGPA) W, l;wl 45 . f !r• 1 29 I, w 1 3 6 w4 'IONAL EXPIRES 09/09/02 STAMP NOT VALID UNLESS SIGNED AND DATED 1 I /f•% r /f%O ® ,. - - - - .I - .!; " I_, - L 11 am ® 1-1 ® .1" ' %-A 11 ;; - - - -- —NE 3RD S T. do mmm� N 88®23'10" W 60®.62' —® � I LU Uj Z j I Ix p�W oI JI 2 KEY MAP SCALE: 1"--100' TRACT A - (LANDSCAPE) Call 2 Working Days Before You Dig 1=800mw424=5555 Utilities Underground Location Center (ID, MT, ND, ®R, WA) Uj AS -CONSTRUCTED WI THIN THE PARAMETERS LISTED BELOW, THESE ARE REVISIONS TO THE APPROVED PLANS FOR CONSTRUCTION AND REFLECT EXISTING FIELD CONDITIONS AS OF JANUARY 2J, 2002. THE HORIZONTAL POSITION OF MANHOLES, CATCH BASINS, AND SIDE SERVICE STUB MARKERS WITHIN THE PROPOSED RIGHT-OF-WAY WHICH VARY MORE THAN FEET FROM DESIGN LOCATION BASED ON A VISUAL VERIFICATION OF FEATURES OBSERVABLE FROM 774E SURFACE, HAVE BEEN REVISED ON THESE PLANS THE AS -CONSTRUCTED TOP AND INVERT ELEVA TIONS WERE DERIVED BY FIELD VERTICAL PROFILE TIED TO THE PROJECT BENCHMARK AS SHOWN ON 7HE APPROVED PLAN SET. THE REVISED SLOPES BETWEEN S7RUCTURES ARE CALCULATED BASED ON THE AS -CONSTRUCTED INVERT ELEVATIONS AND MAY OR MAY NOT REFLECT THE ACTUAL SLOPE OF THE INSTALLED PIPE PETERSON CONSUL77NG ENGINEERS DOES NOT CERTIFY THE ACCURACY OF 774E INFORMATION SUPPLIED BY THE CON7RACTOR, EVEN IF SUCH INFORMAT70N IS INCORPORATED IN THESE PLANS. LEGEND PROPOSED DRAINAGE STORM DRAIN PIPE ■ CATCH BASIN, TYPE l -------------- ROOF AND FOOTING DRAIN W/ SOLID COVER ®®®® BOUNDARY (9 CATCH BASIN, TYPE Il LOT LINE W/ SOLID COVER RIGHT-OF-WAY ® CATCH BASIN, TYPE I W/ VANED GRATE _-- GUTTER, FLOW, & CURB LINE — CENTER LINE ®O CATCH BASIN, TYPE /I W/ VANED GRA TE EASEMENT • CLEANOUT — — — — — — — BUILDING SETBACK LINE (BSBL) SECTION LINE M FENCE 10' CONTOURS ---- 2' CONTOURS GRAVEL ❑ ASPHAL T PA VEMENT CONCRETE 77` EXISTING PAVEMENT RIPRAP PROPOSED SANITARY SEWER -®-®SEWER MAIN ® SEWER MANHOLE SEWER SERVICE • CLEANOUT i 900 I COALFIELD i 2 e ? Q 2 e 2 SE 116NST �i Q e o w �iI 2 e MAPLE VALLEY HEIGHTS PARK N 4 T S/ TE � MAPLEWOOD Q TTS PARK O f0 J MAPLEWOOD HEIGHTS VICINITY MAP: NOT TO SCALE GENERAL NO TES: OWNER/DEVELOPER: ABNEY REVARD, INC. 9375 SW COMMERCE CIRCLE SU/ TE 7 WILSONOLLE, OREGON 97070 ENGINEER: PE7ERSON CONSUL 77NG ENGINEERS 4030 LAKE WASHINGTON BLVD N.E. SUI TE 200 KIRKLAND, WASHINGTON 98033 (425) 827-5874 CONTACT. JENN/FER A. SURVEYOR: MEAD GILMAN & ASSOCIATES P.O. BOX 289 WOOD/NV/LLE, WASHINGTON 98072 (425) 486-1252 CONTACT' EDWARD ANDERSON, P.L.S. BENCHMARKS/DA TUM: BENCHMARKS: CITY OF RENTON BM #1852 24-OCT-96. ELEV = 454.76' (138.614 METERS) 3" BRASS DISK SET IN CONCRETE STREET SURFACE AT THE CONSTRUCTED INTERSECTION OF NE 4TH STREET (SE 128TH ST) AND NILE AVENUE NE (148TH AV SE). IBM 'A" CHISLED SQUARE ' 11' IN SW CORNER OF 5' X 5' CONCRETE PAD FOR CABLE BOX AT NE CORNER OF /N7ERSEC77ON 47H AVENUE NE AND 148TH AVENUE SE (NILE AVENUE NE). ELEVA77ON = 456.30 FEET DA TUM: NA VD 88 (CITY OF RENTON) LEGAL DESCRIPTION: PARCEL A THE WES` -ALF OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMET7E MERIDIAN, IN THE CITY OF RENTON, KING COUNTY, WASHINGTON; EXCEPT THE SOUTH 42 FEET THEREOF CONVEYED TO KING COUNTY FOR SOUTHEAST 128TH STREET BY DEED RECORDED UNDER AUDITORS FILE NUMBER 5755895. PARCEL B. THE EAST HALF OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SEC77ON 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN THE CITY OF RENTON, KING COUNTY, WASHINGTON, EXCEPT THE EAST 150.01 FEET THEREOF; AND EXCEPT THE SOUTH 42 FEET THEREOF CONVEYED TO KING COUNTY FOR SOUTHEAST 128TH STREET BY DEED RECORDED UNDER AUDITOR'S FILE NUMBER 5837604. PARCEL C. TRACTS 1 AND 4, BLACK LOAM FIVE ACRE TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED /N VOLUME 12 OF PLATS, PAGE(S) 101, IN KING COUNTY, WASHINGTON, EXCEPT THE WEST 120 FEET OF THE EAST 150 FEET OF THE NORTH 160 FEET OF THE WEST HALF OF SAID TRACT 1; AND EXCEPT THE NORTH 12 FEET THEREOF CONVEYED TO KING COUNTY FOR SOUTHEAST 128TH STREET BY DEEDS RECORDED UNDER AUDITOR'S FILE NUMBERS 5761687 AND 5821507. PARCEL D: THE WEST 120 FEET OF THE EAST 150 FEET OF THE NORTH 160 FEET OF THE WEST HALF OF TRACT 1, BLACK LOAM FIVE ACRE TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 12 OF PLATS, PAGE(S) 101, IN KING COUNTY, WASHINGTON, EXCEPT THE NORTH 12 FEET THEREOF CONVEYED TO KING COUNTY FOR SOUTHEAST 128th STREET BY DEED RECORDED UNDER RECORDING NUMBER 5861231. PARCEL C AND PARCEL D ARE SITUATED /N THE NORTHEAST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN THE CITY OF RENTON, KING COUNTY, WASHINGTON. SHEET INDEX: 1 COVER SHEET 2-3 BOUNDARY AND TOPOGRAPHY MAP 4-5 T. E. S. C. PLAN 6 T. E. S. C. DETAILS 7-8 ROAD AND STORM DRAINAGE PLAN 9-14 ROAD AND STORM DRAINAGE PROFILES 15 STORM DRAINAGE OUTFALL PLAN/PROFILE 16 GENERAL NOTES AND DETAILS 17 TRACT B - DETENTION FA CILI T Y 18 TRACT G -DETENTION FACILITY 19 STORM DRAINAGE DETAILS 20-21 CURB ALIGNMENT AND HORIZONTAL CONTROL PLAN 22-23 SANITARY SEWER PLAN 24 -28 SANITARY SEWER PROFILES 5NP- oa-o39 i N CD� �m n � C9 f n v ) � I 0 U r-� I__L n n W o w Z m o v ( i Qi J Z U 0 iY W O w a Ln of W a a w �O M ti'. a �00000N V)cq a �Q0000 O > Opt• 0. � W V a Z a J C/) w Z WO Inu m� I� �a �o a J U Z Q U U O N W R II w W Z o (Kp 0 U O .p <Z N 0 0 N O (u a 0 w o V) LLJLLI _j M z w w A � Z z � WUJ 8 O J S2 yW W N Ld N wLd 0 U pd < ry r � v) V) a_ Q > a- W 65 o a N d N fi O \ LLI F- o N \ \ Q Ld a W h � � = m Q G (L Z) N 0 0 N CU a Z z O LIJ (n a Q w I oLLJ F-- U ti 3 M�J .y U Q i � CL CL W �_ �C)il O (U o w -nw PQ Q Q w Z 4 r') `4 e- O W Z SEE 0191ET 5 v ✓ Q: off -" OH CB-2529 p �. rs' c'o 2 :' L 28 - - -- w /- , \ ' ' y` I c3UY TOP 442.46 cV x CLFNC - ® GATk POST \ - - - _ PI 24 " IE 436.66 (N, W) - ch/ - = 0A � GUY - E-- CLFN \ - � Oh _ X',-JB �--•�� ' MTr ON - - - -- . '6. 4 t 177 OH - - - r CB-404 TBM A - - - - - s= _ _ �3t - �6 U r r r ! ,AC �T -°- - - _ - / _� ,_-,•' f r = ,. <` ^� H I - / da--UGT'--� UGT' FH s-- / D o. p .- -3 UGT - - UG7 " p D D "G 7 UGr - - a -Wy . tom- -. t - --z�r - - O SS D p UGT UGT �� s�:��-=_-N _ PP Dd D 'SS S -- SS ----- d UGT- ,UGT D d0 _ =`-Y `-____ 6Y ` _-- 7-•-.� W ,_--�=�"' r i-J i :'' ..°` ✓• P f r WV TMH •.gp l D a d D SS - . SS D p.. D Dd UGT -a- UGr -- UGT e" w ,.:_ -" -a--., --�. _ .'ZV _: ' ,_...*' ,' s r,+` c f -�* .r" `I r F ltiV r j D D d SS D- SS - R 1 UGT UG/ D s �s r V' - --'U&T ✓ p , IN RSEC710N: D _.�.__�.. SS -- e.--_ �ls n d d D f p c UG r "--a-D- - UGT- o _UGT �- £� = -y =e' ` "ty ! i - _ k _ 11 3+00 g o D 32+10.94 LYONS AVE NE ° a /- D Ss - - p° �(}�1 a ucr- u`cr U r 2 '`'._ '04�_. =v_ `�T/ \ SSI�9H-14�97_ x D 44+�0 d D - e NE 4 th S T a , ° " D o R ° D .. Ds� - _ - o SS. - p° . o S D D INTERSECTON: ^ U T U�_ c-r ear 45+00.0// NE 4TH ST 4 . '0 / Q p° p D .°ZG -- - _D. _- 1 D D d" .. 7 ---- .Ss .50+29.45 NE 4TH ST r.HJD: d , \ 14 D." `` D D /� q� ! p / -a s` I - _D /E=�151.11 . -I d LQ SS' - 1507 7-I-O-��p.. d 'pD O : '0+ D �p .448+0O ° D ° ..D D. / p° ° D .. D 61 +15. 14� NILE AVE NE° ss G �_--_'OG GW Gd GPM? D'� u D,' ; D p Di p0 \ D D d T - ° �.'-' --�R _mod °/ 4il9"f"OO. d. D ° D SO/(/O 1. 11 ° CS \ GPM' d D GPM D a. -'(- � _ G _-- s- - G-a « - 5 ^, =a a G ,_,__ _ GPM °: D p " d" D. D° D d I a o 6 f8 \ G d G v-^-.-• D p q \ ---�. d L C .. D ADD .. D \ D ' °: D a .G V. . G "G G--_-._,_,.�.�" D ° D®-_.-.-..D D D \ D' ° p .D �7M ! BUJ 1 14-- \TGT-L JGr'7-e p r ° _- p '' > -t--' --•' a � -�_ ° p D ° ° R ' \ ° GPM ° G .. ° G (d ----=---! D _.__-y-_�° DD �p . a O D �� d D D ° p G' ° D ° d d _ C D _ -' • r` --', UGC"--,, p p D GPM' ° � p Q •-;,<;UG �"T'-=-�_t,G _- .nD n D n �'PM D p D U,T; r jt' U p-_ D ° p \ D D a D p D D a Y l C- -- __ -_ -_ sue.. _� _"-�-_ - R� ° . .. SD •--`-"-'- '-_.. .' •'^mrsat"_ :I:.-_ Z%w. - f��'j r. __'-_--r.'-�T'� C ..�-. 1-1 \ / & A� - _ - _sue- - �• Ire - --z- a- '_ - 2 . tea-_ ✓ r' '� --UGT -- - UG) I s s _ _ _ GT f !E= 43� 57 `- 1 E= 436.73 WING CO�N�Y DRAINAGE 8 ' '• • '' SCALE: 1' = 40' EASEMENT (8706230525) 1E=439.43 CB-2�9� a.; \ - ,A 5-- 2 - _ 24 C oN �. ---- of to«+%¢« fl �. r �°"`�•' :,�. '� � CB-2587 i -, � E.. .� • •'. � .. : ' e .a.__d_� z `� REMO VED: 'EX. 24 PIPE __ TO BE__ �. 17"CW A a - \ 12 AP I TEMPORARY ROCK �. TO BE REMOVED REM OV t r 7 / "CWF �K/ COUNTY DRAINAGE % A ` 8"AP(2) F I'. E=450.23 CONSTRUCTION ENTRANCE ED 12 CW 13'Cw•,r ( 1 3 EAS ENT 8706230525) L ° �= 450.65 '+14 A EX. 24 PIPE`. s A (8706230526) \ s :�'.,' : ' ' I PER DETAIL, SHEET 6 13 ` r4 A+ 1 C j TO BE REMOVED 12"D ' . • . -- i ` ��' 15Jcw , s \ (2)-8A,1 � % ... 1 i « TRACT I c y %� \ 448 rf �W o 'A \ , (ROW DEDICA TION) • G f \ f3 C t 1%CW s` $..A sk f 1 4 'ROW ��' � l l � ` �A i•�. � I I -- s , % Q free' ( 8A {;' I ! `' - ... TREE TO BE °14--5 W , . = , e ;'o.. I • I TION: s REMOVED f0 AP 10"Cw INTERSEC$ 30+38° 43 L YONS AVF NE \ / «l I IROAD.,. (TYP.) - � 7"+1CJ'W�..�� / o• 1 = 65+00.00 ACCESS A I __ 446 - 15"Cw 6'C-,, / �.' 1 .''•' 7"A - n I !, \ 10 +16 cw.1` 17«C CW 8"M i M 15 wM_ R..® 12"A A6 0� 42 - -�- kh2 _ A - T- 6 $8+ d3"cw s,: ., ;,3,CW 69\k 00 t g A � � �:: •: 10 0 ••• ••••zrW \71Dt0"F I -- _ _ - 1� CW L I MI T OF :I \ ( i 1¢"+17 d f a A �-- 't - 29"C 1g« \ CLEARING . . ` o 2 A « k 1o"CW ,q \ 9"cw ' N .s z2 GW I 13 A - 22" \ (TYP. 2.:::.: ;.: •' E •_,_ px � � ti® .�. ; ,�•�,.� 22«Cw � 9bCW s"A�'_` � � -.•�• . I = - TEMPORAR Y /N TERCEP TOR" W • J I / R "-00--SWALE PER DETAIL, SHEET 6: �F 1'Cw ( , 9 A 1 12 INSTALL ROCK CHE K DAMS cw m d t' • I PER CITY OF RENTON STD4` 2� ,�D"� .g h _ t' f a ,�," 7"A D _ q �+ 4 2% Cl t a P 4 �. �i 438 PLANS, PAGE B667 (TYP.) �' ® �� 1z E ° « �I A 6__-------- 9 15"A 13"CW CwF 4" w i �A g1D�� I 44-43 _ _ _ _� - - i fiCi4f W A I D Imo' I °II Iy 1 `w / - \ \ ?I - 4444 2 , &"At' 9 A \ ��' _�� ^�15A �v1, f I A 6A �p BA I n.. I O e• 1 ¢ •/ ■�a' @ 1 6A 4"A II 74`A+ •T�� fi A(2),• 16A d " t iS c � 1 "7 A g J• t t2 a 6 4'"S gA If- CREA TED _ _ I v ? ' r 34 / ._ / 9 A C. ') ° r ! V 1 A s A > { ' y ~ C WETLAND "A" 232 sq. f'. / , `r 7✓ M) C. ► A \ E' ''•, I 10 A C/' 9 "cW �mow! B "1 «� 1 "/� I 7 A IT II Ao A I CREA TEL '`,�` q, , 133,cw rr cW \ \ - ! r a ""A 6-A fo"A I WETLAND "B" 875 so.ft ,; w. \ 11i,,, .� ' s'cw }t3 Cs W 7 A. r 6A 7"A 10 A TOTAL CREATED 1,107 sq. ft. a o/ _ / 1 s a 8-A,-- 7 ` I g I 438' LUMP 3 `,6 A 7" Lrs"cw\\ \,7"cw 12"cw J, TREE TO BE a" A 7"A �3" A 6"A r \ \ TOTAL CREATED r,� z " 19"A'_✓� 7 A "�TLAND Is ;,. SAVED (TYP.) 9� s"a > 1.5x"VIRTUAL" WETLAND FILL i' 1. 10"CW r' \ / 19"CW 19 w/i' f 12"A1 A 6 A t t s �- '`\` v �/ 8.A 17" rl r ,•r r ` 'j f0' CW .$"A' t7. igA. 8'A D , P ,. sA . 8 A ' 14" 9 -- - T. 18"CW i .�' 1 A ` '• •' •'•' •'•' •' ��yyyy � .. � A ♦ --- \A I 14'l 8 A YCW 18« �/ TRACT D� B;A ,� I6AAI ) -(DEAD) r �6 8 A 6 A S ) 12"CW l k� ' ws 6'9 �r 2„ 4�`,7"A ` w c , l l (IVGPA) i $ A / '- 7"A''� x % ` \ U ,. gA g«A ``°•! rBA �A CREATED r 44 \ s { ` 8"A 12 9« f S«A j+ 2"cw WETLAND »B"• 6A �_ ' aA s"A Q D fa sA r T 436- w X I W ! I 7"A '� { s"c s' C'i- I'. I «H s a 9 A Y9 Yii $« f' A 8«A 166 �1 I 3 ! /' gA . \ �1«A /A s v, p ff �� \1 A W /�,� 1 TRA C T • 1;a? ,1 fr`1 �134 yd 361cw �� `� r f FIL TER FABRIC FENCE ¢"CW ., 7"A 1 o"A`�`' j%« p 9 21 cW, ' ;� CWI�' D • . •� .. . • . t!^^ j)^1 2"Cw TRA T PER DETA/L SHEET 6 Z, ° lI (OPEN SPACE1LA1VDSCA1--L j � 127A r2 "WRTUAL" WETLAND ~ � (STORM DRAINAGE= (1TYP.) `� "` 7j�1° fig" t� 9"A , yyy1N •_ 2"CW FILL TO MEET MINIMUM 23«C�,�' g « ',� ., i h \ • . ® 'C j,, 7 9"t13'CW A ' �•b'•'.•''•':•'::'':� �� _ pl y , ► 18 rtiE,� , t 12`M 1o'cw BUFFER REQUIREMENTS 2D 1 , ;, c 15"cw l- '5" w zsCwJj 1+21 cW o• D 'I O �• - CREA TED s i ® , i as"cw €' ,1 - 713 sq. ft. TOTAL w 9 t ,_�' ti �¢" 13442, WETLAND "A"r (SEE LEFT) C " 8"A .• 17CW . (, 97A 8 A a i '9A 7"A 3 R'Cw h • 1D, 2 Jr'-s- ScW 12cW -A f s'CWi r s .. p ! 12" • r _ �/ i \ "1 ^� n e% ' t $' &"MS .}7"A 10"«A . rr ISTiJ A ✓ NCE A ,NG,p , 2s cW ` 1 r 1s---�.." g' " 9 A LIMITS (TYP.) 13"CW 13 A y r , r 1 I q 16'cW " I 1 6A� 77 G'w r j 42 ROW 11 cW i} ^, 10'Cw y N I i �%}� ,Q 8"A j4"C �`: 5 ;« A - ii ? 19+ cW 10"C �/ i ` , J / 1 „ rr°` CW_ I fo'cw h ✓\ , L 7 A' a iA A %8 CW �o\�` }} 5" 60' ROW �• "5"Cw ` ": s`A i` I s"Cw _ �recsv -, 8 A s 7 A .% .' s A ALB '�` w �^-r to"A j • taataac�a r oo 7cw A Ia I /.J 16 s A u:. e" 7 fo«cw { 1 NrvN(+aE,aCa i . ,, \ 6A 40 C >� '�° • NEW A 13A ArnaD N s A c,'N { / 7"A 7.A ro"M' WETLAND r ° : 1 cw - - - \ 8 A : #` " 19 cw �V BUFFER 15` w 1>�Cw s"A 11 �7 A z � T Nr 1 *� 8A 7 6A ✓ 9A i 10"M5 Z f s f1, µ 7 A $ A � 6« 5 gtA r ` •, ?? yy y te,., $A r: {2 "CW 20 \\ g ly t 4 I < { 12«A 7"A g > 7'A 8 A $ski ► if'A' 438 16" c2 i cw A J < r ° �s _ - o"A 7"A Fs y `- < i 20"cW k •® �" ,,.,. 18"CW « *, t'.. 5t A4 , . . §� $ A Aw M 4 A t 14 Cw g«M �► �•: K7• I:. .•I - Qt' 101A As Y J' t. i AS -CONSTRUCTED WI THIN THE PARAMETERS LIS7FD BELOW, THESE ARE REVISIONS TO THE APPROVED PLANS FOR CONSTRUCTI0N AND REFLECT EXIS77NG FIELD COND177ONS AS OF JANUARY 203, 2002. THE HORIZONTAL POS177ON OF MANHOLES, CATCH BASINS, AND SIDE SERVICE STUB MARKERS WITHIN THE PROPOSED RIGHT-OF-WAY WHICH VARY MORE THAN FEET FROM DESIGN LOCATION BASED ON A VISUAL VERIFICATION OF FEATURES OBSERVABLE FROM 77-IE SURFACE, HAVE BEEN REVISED ON THESE PLANS. THE AS-00NS774UC7FD TOP AND INVERT ELEVA77ONS WERE DERIVED BY FIELD VER77CAL PROFILE 77ED TO THE PROJECT BENCHMARK AS SHOWN ON THE APPROVED PLAN SET. 7HE REVISED SLOPES BETWEEN STRUCTURES ARE CALCULATED BASED ON THE AS-CONS77RUC7E0 INVERT ELEVA77ONS AND MAY OR MAY NOT REFLECT THE ACTUAL SLOPE OF THE INSTALLED PIPE. PETERSON CONSUL77NG ENGINEERS DOES NOT CER77FY THE ACCURACY OF 7HE INFORMATION SUPPLIED BY THE CONTRACTOR, EVEN IF SUCH INFORMATION /S INCORPORA 7FD IN THESE PLANS 17 16 6A WA c 6"A 8 A 1 % 13C ROCK+LINED DITCH' 6"Cw 7A $'� 36 CW Q«�WII -' �' :':•.I. 1� •' '. • �• '.' � TO POND BO TTOIN`�� 6"A � . 5"M (•, )).�� A { ��. ,�" a 1 o«A �, r � �I'llA`�; t,.- 12cw 77`°CwC � �� ¢1D ;a TEMPORARY ROCK (TYP.) 1zA 7'' 1a ( i s A,�. - ��._s [CONSTRUCTION DETA/LIDS EETENTRANCE "s W S A 62"Cw } 7 / 10"A @ x 11 A v' s 1040 ❑ �` % t 20"A t S 6" ° 9 A 22«C t' ' 8"A 422 \ $ �, 13A V£ r '? �. � s A t 20" i . • • . „424. 7,. 8 A. b t A f s"A 12"A ° 7"° s A'� 6« - _ .,,,. 1474 ��¢" 13M r. a • 426 - i:j 7 ,� 10"A • 8 A /'4 u �i 6 C �.q a� ti 8" \ Cw - t" 26 C 7 M �a§ « W f _ 9A 43 6. 1 . A 6 AIrr� 7"A S gA `s • i2'A cw 7« r + a `'• INTERSECTION. �,- -432 1 12"M ��W 25+39.94 L YONS AVE 1'E 434- -- 29Cw ..._r._ 1s«c e"A 7" s rrr pry' srA , 1 g cw,� s M s" • ;. D �g '� 6 « • "---434 IA '.•.' t2A •z...r '' z �- �: 6 '^, = 4+99.44 NE 3RD ST k�---, '-- �A •"�, sA••� t •p Q j�T ' / _ ;'¢'4 15 C '' _ i� (' 10 (C g r (1% A 1 --- 3'CW', • 4"C - i •.; ' i I . a - I r - 8"•W TEMP. RISER PER + 0 F,�, - g" S $ oo ! �-�. 7 00 � , z4"C �,s,,�-,� �'° 14 g. B°`A ,.7' roA � g« 'r- :, �A o g i- �. Al HET 6 ` + { -20 d 2! Cw� s' ;SILT FENCE �� o \ 12"M ; 19"cW ' CW, °22"c�NE 3i' 6A H \ ..\ �L d S T ��,ASS :' ' A F4 A r A $ARRIER \ a �` j3'Cw Q A r' . ` _ ___-� x ►r .` .� .,:`+-.rh*._._. I ,. "-�J'--D D - Q r� EXPIRES 09/09/02 STAMP NOT VALID UNLESS SIGNED AND DATED - - =x x HWFNC x - - X 15"A t i1 LIM/ TS OF INTERSEC770N.• \ 101M ' r 27 C 7+56.33 NE 3RD ST = '� CLEARING - _ _ 75+00.00 ACCESS ROAD \ \ TEMPORARY INTERCEPTOR (TYP.) - - x \ SWALE PER DETAIL, SHEET 6. j -- /INSTALL ROCK CHECK DAMS a} PER Cl TY OF REN TON STD. PLANS, P�GE B067 (TYP.) 1sA t 141M1 'TRACT A \ (LANDSCAP) \ r i W 7ERSECTION: \ 10+00.00 NE 3RD ST = 15+00.00 MORGAN AVE NE I 7ERSEC710N: . •�'•':''• 11+60.97 NE 3RD ST = 55 0.00 NILE AVE NE 3HV" 0�"v N 00 N 0 \ ry M o Q D Lo n ;qy LF—L S � v � 0 n n n 04 1 w rr Z o n z v d'_ L_L o � V) w Q 11 !r w a r � N 00 00 N IL c!�00� a 3 �Z cqC\l co w � U 0 aa-- Z w Z W O m m� �Z 0 �o S J ® z Z 0 II : _ o 26 Q N Wy V Vl O cU o c� z ''' z Ld ` � w w A zz ON w LLI 8CL 3 8 a N U) o o U co U)U)LOU) n Q Q Q Q Ln a w o ¢ cu \Lo O� i- 0 N \ O 0 Ld w Lb= m a U-1 o o � � 1— Z Qcr O CL V) A Ld L K O N it u U J � A m Q U Q CL a- J VI /y�� W I�I�^ �./J vJ O �Q�� - Q d Po N^ O w a w Z ¢ w � Z Z r�--...�,. '- -. \ 13 A •.,,...:~' `°;, :,.- `A '� k'r �€'._ t 'DV HWFN •�'' 10*A .-.. _._._ _._. HWFNC A 4 ADS 7 I 11"A ' �' � r4A � t . " o " -.a ..- s � �� - � X s'� a" ; 7 CW ` � 9 A f ? s p(A( \ 1 I 16A �, " 8A ta" k 6 p� 6� TREE TD BE v L_IMJTS� OF{' j k �` REMO VED ` \ w " 7"A \ s"A \ ! v 7"As ,. `' CLEARING"A�.� 6 A s"cW � 15 GW 7 A V A \ (TYP.) -¢ .A (TYP.) I ` 9 \ \ v 39`t�` i 1 \ 4 0 .r \ � 2' / .�� 9 A 11 A � , �� 7 A <�_s 7 .✓ L1 f 7" 13/ +72"4Q 6 A �. \ \ 9A r rr A �, it A sJ / 7"A I 6" S A i f3 7"A \ \ 9(7 11 ,�.r� \ \ -/ ® A� { 76A 104 88A i \ f 'l r r2A ; 1 " \ "WRTUAL" WETLAND} 1 \ A ( A y� s"D FILL TO MEET MINIMUM s ` 39.6— "� s A % f IN �� 7 A�� i 7" - - BUFFER REQUIREMENTS aA 35 W ( 6' 37+35.44 LYONS AVE NE "Gw \ / 900 sq. ft. TOTAL A M- 41+41 25 NE 5 ST 7"A ".4 � FH 7"A •� 7"+10D-• " ,' �• Abe � rn� �u� it € wv j J_. W 41 FCa 7� A , I —� —� _ r42 f-op NE 5th S T .� � t lcw ,� 7"A(2) 6 A �1 cW _. � + s" 7 T . 7"A CUM �r�) \ w •s 6sA• • 9 j 7 t ` _ e' •D 10'A A / NEW • t / • 6"+7 A vI/ �1/ Al i i \ • l _=� 7"A'' 7"A \ �9 A WETLAND j C3 sz ; fG r\ T 6A � \ . BUFFER 1 r `vi t Q INTERIM CA TCH BASIN A s 7 A � \lf IGRATE PROTECTION PER " DETAIL, SHEET 6 j i ®` \�' r s <' ' s A 1 A�` 5r�H� � \V ! I I \ / 7 TYP. r 7"A ( ) I I t �., ( 7"A �.A.•=� -z s A p I � � 1 IA � jj 41 13 A. _-- .- f--_-� s A 6A r `\\ \li \ gA l FIL TER FABRIC � f / r1 A PER DETAIL, SHEET 6 A �� 7"As +7"A '(D % / TEMPORARY INTERCEPTOR o (J sA / � ` SWALE PER DETAIL SHEET 6. o�� \ \ c6A \ � �' / A \ 25' N °"F INSTALL ROCK CHECK DAMS • GP TREE TO BE \ / g✓, PER Cl TY OF REN TON S TD. / eul_ F R SA VED TYP. / --- \ GPM') � PLANS, PAGE 3067 (TYP.); " l I �7"A_ AX I (rm.> ( ) / e A� I v I v I \ // \� _...._-_..__.___._...._ 0'GW 6 A \ \ , ' 6'+10' 4 / ' I f 1 50'ow 1 17"A f7 I 1 / • \ �, I \ \ I f 25 \ I 12 "' 1E 459.75 / . rR � 4 th p_ \ AIGP UH � s %jSp� uj 12" lE 459.40 ' 000' CREA TED WETLAND a ` �' X �p \ I e a 44 x eLFNC - \ A ° - TOTAL' CREATED_ WETLAND" 1, 432 sq. ft. r' TOTAL CREATED WETLAND IS � i \ > 1,5x"WR,UAL" WETLAND FILL �• 11 ► \ j ` ! \ LIMITS OF 1 i \1� � >' DET4Nr%ON I ti \ I • : ° \\ I \\ CLEARING AS—CONSTRUCiF'D Po�rvd \ I (TYP.) I I \ \ vv 1 "� BFIV�, i 10 AP 9 A ' 6'+7' i i I i D o \ — - , ` I MTHIN THE,, PARAMETERS LISTED BELOW, THESE ARE REVISIONS TO I r i I i D°• I �, �, \ �, l 1aA f s �I THE APPROVD PLANS FOR CONSTRUCTION AND REFLECT EXIS77NG � I << III FIELD COND177ONS AS OF JANUARY 23, 2002. THE HORIZONTAL POSITION i ,-._ �, �, q/ \ �, 4 4 \ I OF `MANHOLE'S, CATCH BASINS, AND SIDE SERVICE STUB MARKERS d + fll�7S 1t fl ro"D \\ - \ I \ /l I �kA C T 3 ` , ` F ± WI1NlN�1NE PROPOSED RIGHT—OF—WAY WHICH VARY MORE THAN i ..:° r` v — STORM DRAINAGE. ` �'� . ( .,�'-�'" FEET EOM DESIGN LOCA 770N BASED ON A VISUAL VERIFICA T10N TEMPORARY ROCK ' � �' -• • 29 \ ' �' �' T `� � f't :; ' ' �} `\ OF FEA i SIRES OBSERVABLE FROM THE SURFACE HAVE 2s° CONSTRUCTION ENTRANCE �, I (NCPA)4K,rc>,c,cN�a��+�cn 1 ' ,� I I -REEN REVISED ON THESE PLANS. THE AS —CONSTRUCTED TOP AND INVERT ELtVA 110NS WERE DERIVED BY FIELD VER77CAL PROFILE TIED TO THE I t I PROJECT BENCHMARK AS SHOWN ON THE APPROVED PLAN SET. THE �I I REVISED SLOPE$ BETWEEN STRUCTURES ARE CALCULATED BASED ON THE 'I ! AS —CONSTRUCTED INVERT ELEVA77ONS AND MAY OR MAY NOT REFLECT 77-IE ACTUAL SLOPE, OF THE INSTALLED PIPE. PETERSON CONSUL 77NG ENGINEERS' DOES NOT CER77FY THE ACCURACY OF 7HE INFORMA7ON SUPPLIED BY THE CON7RACTOR, EVEN IF SUCH INFORMATION /S INCORPORATED /N THESE PLANS BE REMOVED BE. RELOCA TED BEHIND � i X WATER METER a TO ,` \ � .'NEW .r WALK —oN - :, .,•a I 25�--\ r $ `e CB-2529 p ��./ c o 0 \ -- TP - 1 / \ " I'i {66Y ` TOP 442.46 V x G /E-439.06 \ ° rk Pos \ • - - - - - \ 1E-459 61 P/M 24" IE 436.�6 (N,W) cV GUY - - - - - CLFN- \ _ ._ L fLP-�r11 • • • • • •� 10' EASEMENT FOR -- =c-- ON ----._-._ �H • --------------° — AP � •• H —6. - - -:, - - - - - - - - -ter_-=-plc-` -_ --- -- - ---- _ r 1 POLE LINE ON - -' - - a (3575589 & 6342439) \ - 404 / ,� ` TBM "A » 1E— 449. 6 B O / p p lim uGT -—UGTU _- vY¢ -etlf - '" ✓ ,, r - -- = — - ty: - - ==�uc. mac_ -- - _ Q - ppl F 1�=1 9iL_ D ° UG . UGT UGT d v5 W _ -� _- 2� • ti �- — SS D. KING COUNTY DRAINAGE._--_�-. T UGT L, r Wa- - :r�L' SILT T FENCE- __v` -'_--- �= De SS —�— d $ D D MAILBOX TO UG, purr D u �z `_`W� - f `- -;- WV H rMHOH _ U- EASEMENT ( 8704060405) .. SS - - D Dd UGT +° - • - %. ° ' „ .p Op. p D D ;ss ">s_-- ° �pQ e----s'-ucBARRERucr oU j' ° UGr pUGr uGT+ D"---.'S%=� _ N'---,� ",', ` _ �'�'r •7�- �-" 11 +OO EX. 24 CONC. D D N LINE OF 10' WIDE EASEMENT d BE REMOVED D . i' 0 D - D D ° Ut,T- --UGT 44+K0 d TO PUGET•,POWER FOR•ELEC7RIC' d D p TEMP. RISER PE p =-- o- RSg d _ 5' KING COUNTY DRAINAGE / \ — =CUL VERT TO BE D . 45 do g d EX. 12 CONC. �y o d D ° p D e' EASEMENT 8703270467 D D % ° SSWH 12O3 U TT �- 'UGC? \ 14 D ° D u °-' - -TRANSMISSION LINES (8804180856) - ° %� '/>/t/ryf Ta pOQ D , o �t, [ , ] y'� DETAIL, SHEET 6 ��, ° ( %$S _'_D '-" e S ' -1 --.- $S w� c M T H /D d "r D ,c-<, £ o REMOVED 'TO D D OD ° D D D C O D CULVERT T0' i SSMH21563 �7+ 0 D p O D D y- V SAD 1E=Y51 1 p p' .� D ° D d °. l ° _— —,J— D O D ✓ D D'4(l -I"R/O SS :•p_— Sq_ G ' TPROPERTY LINE BE REMOVED —li ---+�--�_ — _ 7 D �L d - SS" \ INTERSECTION: D p Q p �} D \ D D Q ° Q + D _— d O/ 4D I OO, D. d ., D. O. D / O ^� D D - G -,n--- - D a D D D d D ---s\ --i- ;___ 50+190 1Od 11 / ° g 32+f0,94 LYONS AVE NE D e_ p c G G .p\ s O D. D a� D p d d �. D d O I — G �j d. \ 7-- _ ° \ 45+00. 00 NE 4TV STD ° D NE 4 th S T D ° G-+Ai------ G — G - — D D D \ D D O �T7� 'UGi —r D !P �.: D PP�L - _ D d D- w D - G-°o---__.�-- P BM 9 B i �j A 14 f 14,L` /� ,/ %_•-',-' �.' U'' UGC-- -�•---�° ° d p° ,'` _DD pp °' D ° D D D n G 1 D �- r P —. TRACT � U T D A T - — �_ \ D D .,•.,,e,••,."•... --- __.;, -. -_. — -�_ _—.�-�..: _ L.V1--a`"--f�--� r .G'U --.'--�-----_,--,.,_- d D° D p � D D r d D - r �GT-- IC T D� �L F G O c - , ,; � ._._ •.._ - ., a; --� - -- -__ .-,%sm' °' - - w. � --SD - - _ -- '�.@ = ' � Llrr-=-y ` rE- LiGT -- \ T. UGT UG7 3 4 I 1E=4.3 mac' - -4 6.73 VNc c u10i DRAINAGE . . EASEMENT (8706230525) d = 439.43 452--"�0C"- = v ��' 24 ' OH ra"+14" u� a CB-259� '6 A ` CB-2587 \li �l, ' \� .9 A IONAL � \ ! � 27 \ 26 /^ -1 } 7 l ^ 17"C� �, y.� 12�4P `` tC`4.4 :90, : h(IN $ DRAINAGE _ I ` 1E-EN 2J 441. 7 �� a"GW % F E-450.23 EXPIRES 09/09/02 + \ - 12"cW q, 8706 s2s ig=450.65 STAMP NOT VALID IE E U UE IE T 4 UNLESS SIGNED AND DATED Iml 40' 0 40' SCALE: 1" = 40' WA 1 y t i I i PER DETAIL, SHEET 6 1- ` , f EX. PAVING I i TO BE REMOVED--- -- \ 1 i \ 34ASH ` / .. - • . , . o ! VI/ \ uA i i I i EX. BUILDING2—EX. GRAVEL 43 1E=7�os I �s^A TO_BE REMOVED TO BE REMOVED ROCK LINED DITCH _ lE= 436.47 I t2 A'` \ \ i b s .. a f TO POND BO T TOM I s A�~� _ 1a . EX. POWER POLE TO % `LA- N �-- CD °N° m o :Q F- (D i a a y z i0 U I a_ EL ppN t O f � Z o W z o C= QU J n z __j 0 � W O �i CL f- ry W a a �N� SON C Lol� 00ob � CLl V its ire rot �N c7� z �r w v a _Z 0 a ® ~ J w Z LLJ m m� o E w N w z W L, J _zo U Z z NZO Z_ U U U z ? p D U N ¢�N 0 N 0 0 z v 0 Q z w o c� q Lil El B 3 IL L0 c ¢ I7 Q n= I N 0 0 \ 0 < 0 L0 4 m N q (V) Li Elf�� co Q 0 0 N co r a z o w �Q ry L J cu i 0 I < �, Q C. Q U• o > I o LL. Q w W EROSION CONTROL NOTES 1. ALL LIMITS OF CLEARING AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN SHOULD BE CLEARLY FLAGGED /N THE FIELD AND OBSERVED DURING CONSTRUCTION. 2. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR OTHER CONSTRUCTION TO INSURED THAT SEDIMENT LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. ALL EROSION AND SEDIMENT FACIL177ES SHALL BE MAINTAINED /N A SA77SFACTOR Y CONDITION LIN77L SUCH 77ME THAT CLEARING AND/OR CONSTRUCTION /S COMPLE70 AND P07EN77AL FOR ON -SITE EROSION HAS PASSED. 7HE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSIONISEDIMENTA77ON CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF 774E PERM/TTEEE, J. 774E EROSION AND SED/MEN TA77ON CON7ROL SYSTEMS DEPICTED ON THIS DRAWING ARE IN7ENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED S17F CONDITIONS AS CONSTRUC7ON PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE 7HE PERMITTEE SHALL AN77CIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO INSURED COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE 77-IE OBLIGA77ON AND RESPONSIBILITY OF THE PERM/T7EE TO ADDRESS ANY NEW COND177ONS THAT MAY BE CREATED BY HIS ACTIW77ES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED TO PROTECT ADJACENT PROPER77ES AND WATER QUALITY OF HE RECEIVING DRAINAGE SY57FM. 4. APPROVAL OF THIS PLAN IS FOR EROSIONISEDIMENTA77ON CONTROL ONLY. IT DOES NOT CONS77TU7E AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE OR LOCA77ON OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES 5. IN ANY AREA WHICH HAS BEEN S7R/PPED OF VEGETAT70N AND WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD OF 30 DAYS OR MORE, ALL DISTURBED AREAS MUST BE /MMEDIA TEL Y STABILIZED WITH MATCHING, GRASS PLANTING OR OTHER APPROVED EROSION CONTROL TREATMENT APPLICABLE TO THE TIME OF YEAR /N QUESTION. GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THROUGH SEP7EMBER INCLUSIVE. SEEDING MAY PROCEED, HOWEVER, WHENEVER IT IS /N THE INTEREST OF THE PERMIT7EE, BUT MUST BE AUGMENTED WITH MULCHING, NETTING, OR 07HER TREATMENT APPROVED BY THE CITY OF RENTON, OUTSIDE THE SPECIFIED TIME PERIOD. 6. FOR ALL EROSION/SEDIMENTATION CONTROL PONDS WHERE THE DEAD STORAGE DEPTH EXCEEDS 6 INCHES, A FENCE, A MINIMUM OF 3 FEET HIGH IS REQUIRED, WITH 3: 1 SIDE SLOPES Z A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE, 30" X 50" X 8" OF 4- TO 6- INCH QUARRY SPOILS SHALL BE LOCATED AT ALL POINTS OF VEHICULAR INGRESS AND EGRESS TO THE CONSTRUCT70N SITE. 8. THE CONTRACTOR SHALL CHECK 7HE EROSION AND SEDIMENTATION FACILITIES DAILY AND THE PROJECT ENGINEER SHALL PREPARE WEEKLY STATUS REPORTS FOR SUBMITTAL TO THE CITY OF RENTON. CONSTRUC77ON SEQUENCE 1. PRIOR TO ANY CONSTRUCT70N ACT7WTY, THE CONTRACTOR SHALL SCHEDULE AND ATTEND A PRE- CONS TRUC7ON CONFERENCE WITH THE CITY OF RENTON INSPECTION UNIT. 2. FLAG CLEARING LIMITS AND INSTALL FILTER FABRIC FENCE ALONG PER/ME7FR OF SITE AS SHOWN. J. INSTALL ROCK CONSTRUC7ON ENTRANCES AND INSTALL INTER/M CATCH BASIN PROTECTION ON EXISTING OFF-S/7E CATCH BASINS. 4. CLEAR AREA FOR STORMWATFR DE7EN77ON FACILITIES AND EXCAVATE PROPOSED PONDS FOR USE AS SEDIMENT PONDS. INSTALL CB 7 AND 35 AND CONTROL STRUCTURES W17HOUT FLOW CONTROL RESTRICTORS AND ASSOCIA7ED OUTFALL SYSTEMS INSTALL DEWA 7ERING RISERS IN PONDS. 5. CLEAR AND ROUGH GRADE SITE USING TEMPORARY INTERCEPTOR SWALES TO DIRECT RUNOFF TO THE SEDIMENT PONDS. 6. INSTALL STORM DRAINAGE SYSTEM WITH INTERIM CATCH BASIN PROTECTION. INSTALL ALL OTHER UTILITIES 7. INSTALL CURBING, SIDEWALK AND CRUSHED ROCK. 8. CLEAN PERMANENT DETENTION PONDS AND WETPONDS. INSTALL FLOW CONTROL RESTRICTORS AND ANY OTHER APPUR7ENANCES IN THE CONTROL STRUCTURES AND DETENT70N FACILITIES. 9. INSTALL FINAL PAVING. 10. CLEAN DETENTION SYSTEM AS NECESSARY. 11. CLEAN ALL CATCH BASINS. REMOVE REMAINING TESC FACILI TIES. EXPIRES 09/09/02 STAMP NOT VALID UNLESS SIGNED AND DATED PROVIDE ADEQUATE POLYETHYLENE CAP STRAPPING OVERFLOW EL. = 430.5 6" PERFORATED POLYETHYLENE _ DRAINAGE TUBING 15" CORRUGA 7ED TUBING SHALL COMPLY METAL RISER WITH ASTM F667 AND - AASHTO M294. 3.5' MIN. TACK DEWATFR/NG ORIFICE. SCHEDULE WELD 40 STEEL STUB. ORIFICE SIZE: 2.16" 0. 5, MIN, 1. 5' MIN. � CONC. BASEIo !° E. = 426.0 RISER _�\ DIA. MIN AL TERNA T/VEL Y, METAL STAKES D/AND WIRE MAY BE USED TO RISER DETAIL PREVENT FLOTATION. EMBANKMENT COMPACTED 95X PERVIOUS MATERIALS SUCH AS 15" RISER PIPE EMERGENCY GRAVEL OR CLEAN SAND SHALL PR/NC/PAL SPILLWAY SPILL WA Y NOT BE USED. OPEN AT TOP WITH SEE DETAIL 6' EL.= 434.00 TRASH RACK SHEET 19 �- SPILL WA Y EL. = 431.50 DEWA TERING DEVICE 1, MIN. jL (SEE RISER DETAIL) PROPOSED DE7ENT70N AND WETPOND EL. 426.0 ®► TO CB PER PLANS ®o - L.-P.E. = 426.0 BOTTOM EL. 422.00 _\ DEWATER/NG CONCRETE BASE WIRE -BACKED SlL T FENCE, ORIFICE (SEE RISER DETAIL) STAKED HAYBALES WRAPPED WITH FILTER FABRIC, OR EQUIVALENT DIVIDER. 1. SEDIMENT SHALL BE REMOVED FROM THE POND WHEN /T BREACHES 1 FOOT IN DEPTH. 2. ANY DAMAGE TO 174E POND EMBANKMENTS OR SLOPES SHALL BE REPAIRED. POND CROSS -SEC TION TRACT B. INSTALL OUTFALL SYSTEM ALONG NE 4TH ST (CB 31-34) AND CB 35 W/0 FROP. TRACT B SEDIMENT POND DETAIL NOT TO SCALE TRACT B SEDIMENT POND SIZING CALCULATIONS. SA = FS x Q101Vs = SURFACE AREA WHERE, • FS = 2.0 = FACTOR OF SAFETY Q10= 1.09 cfs = 10 YEAR PEAK STORM EVENT Vs = 0.00096 ft/s = SETTLING VELOCITY SA = (2.0 x 1.09 cfs)/0.00096 ft/S = 2,270 sf (17,151 sf PROVIDED) DEWA TERING ORIFICE SIZING CALCULATIONS.' Ao = As(2h) / 0.6x360OT(g) .5 WHERE, Ao = ORIFICE AREA As = 2,270 sf = REQUIRED POND SURFACE AREA h = 5.50 ft = HEAD OF WATER ABOVE ORIFICE T = 24 hr = DEWATER/NG TIME g = 32.2 ft/sec2= GRAVITY Ao = (2,270) (2x5.50) 5/ 0.6x3600x24x(32.20.5 .5= 0.0256 sf 0.5 D = DEWATER ORIFICE = 1,3 54x(0.0256) = 2.16 in. TRACT G SEDIMENT POND SIZING CALCULA TIONS° SA = FS x 0101Vs = SURFACE AREA WHERE; FS = 2.0 = FACTOR OF SAFETY Q90= 0.747 cfs = 10 YEAR PEAK STORM EVENT Vs = 0.00096 ft/s = SETTLING VELOCITY SA = (2.0 x 0.747 cfs)/0.00096 ft/S = 1,556 sf (17,116 sf PROVIDED) DEWA TERING ORIFICE SIZING CALCULATIONS' 0.5 Ao = As(2h) / 0.6x360OT(g) 0.5 WHERE; Ao = ORIFICE AREA As = 1,556 sf = REQUIRED POND SURFACE AREA h = 3.75 ft = HEAD OF WATER ABOVE ORIFICE T = 24 hr = DEWATERiNG TIME g = 32.2 ft/sec2= GRAVITY Ao = (1,556) (2x3.75) / 0.6xJ600x24x(J2.2)0.5= 0.0145 sf D = DEWA TER ORIFICE = 13.54x(0. 0145)0.5 = 1. 63 in. W Q. UD Q� EXISTING 12 IN. MINIMUM w GROUND -I � I -I � I -III -I i I -I � I �� I I �, III-III-i I I-1 • __ I I -III -I 1=1 1=1 I -I -1 SURROUND CATCH BASIN GRATE Wl TH A 10" WIDE BERM OF 1/2" TO GEOlFX71LE 3/4" WASHED GRAVEL SECTION 10" -100 FT. MIN/MU 12" (MA (MA Y BE REDUCED TO 50' MIN. - FOR S17ES WITH LESS THAN 1 ACRE OF EXPOSED SOIL) kf �V MIRAFI 140-N CATCH 3ASIN FILTER FABRIC O OHO OO pO O OOO G O =I I-1 t UOJC)�JO O �p OOO OG b o � o EXISTING Is�o 0 �O O GROUND 15' MIN. O e INTERIM CATCH BASIN -III- -III 00 000 O° -1-I �8s� GRATE PROTECTION NOT TO SCALE R=25' MIN. I EXIS77NG DRI VEWA Y RAMP OR S17E ACCESS ROAD NO TES PLAN 1. USE 4" TO 8" QUARRY SPALLS OR CRUSHED ROCK FOR SURFACING AS SHOWN. MA TER/AL WITH 'FINES' IS NOT ACCEPTABLE. 2. TilE 100' MINIMUM LENGTH SHALL BE LEGTHENED AS NECESSARY TO INSURE !,!ATER/AL IS NOT TRACKED INTO THE PUBLIC RIGHT -OF WAY. TEMPORARY CONSTRUCTION ENTRANCE NOT TO SCALE PRO VIDE ADEQUA 7E POLYETHYLENE CAPeftt��L 6" PERFORATED POLYETHYLENEOVERFLOW EL. 441.5 DRAINAGE TUBING.15" CORRUGATED TUBING SHALL COMPLY \`METAL RISER WITH ASTM F567 ANDJ.MIN. AASHTO M294. TA DEWA TERING ORIFICE. SCHEDULE 40 STEEL STUB. USE 1.63" ORIFICE s 0.5' MIN. 1.5' ECONC. 1-0-12" IE 438.0 BASf I 2X RISER ALTERNATIVELY, METAL STAKES AND WIRE MAY BE USED TO PREVENT FLOTATION. RISER DETAIL EMBANKMENT COMPACTED 95.E 15" RISER PIPE PERVIOUS MATERIALS SUCH AS PRINCIPAL SPILL WA Y) GRAVEL OR CLEAN SAND SHALL - NOT BE USED. OPEN A T TOP WI17� 6 TRASH RACK MIN. _ - - - EL. 446.0 Ns: DEWA TERING DEUCE, (SEE RISER DETAIL) , y �9f PROPOSED DETENTION AND WETPOND BOTTOM EL. 438.0 WIRE -BACKED SILT FENCE, .. STAKED HAYBALES WRAPPED DEWA TERING WITH FILTER FABRIC, OR ORIFICE EQUIVALENT DIVIDER. -IL Ir- 4J6.V --CONCRE7E BASE (SEE RISER DETAIL) 1. SEDIMENT SHALL BE REMOVED FROM THE POND WHEN IT BREACHES 1 FOOT IN DEPTH. 2. ANY DAMAGE TO THE POND EMBANKMENTS OR SLOPES SHALL BE REPAIRED. POND CROSS-SECTION TRACT G: INSTALL OUTFALL SYSTEM TO NE 2ND ST (CB 1-6) AND CB 7 W/O FROP. TRACT SEDIMENT POND DETAIL NOT TO SCALE 2:1 MAX. SLOPE 2 LEVEL BOTTOM 2' MIN t i SWAI.E SPACING DEPENDS ON SLOPE GRADIENT hORI7ONTAL SPACING OF INTERCEPTOR SWALES• VERAGE SL SPA /N 3-5% 300 FEET 5-109 200 FEET 10-25% 100 FEET 25-50Z 50 FEET //ice ° t TERCEPTOR S WALE NOT TO SCALE FILTER FABRIC (M/RAFI 10OX OR EQUIV. 60" WIDE ROLLS) FILTER FABRIC (M/RAFI 10OX OR EQUIV. 60" WIDE ROLLS) 2' 1 2. . . . . . . . tl 1/77 BURY BOTTOM OF FILTER FABRIC MATERIAL IN 8"X 12" TRENCH 2X4 DOUGLAS FIR @ 6'O.C. NO. 1 GRADE OR EQUAL. ALTERNATE: STEEL FENCE POSTS PROVIDE 3/4" MIN. DIA. --/ 8" WASHED GRAVEL BACK - FILL ON BOTH SIDES OF FENCE. I POSTS FILTER FENCE DETAIL NOT TO SCALE CROSS SECTION - 4' 12" 1 AS-00NSMr.7'FD WITHIN THE PARAMEIF'RS LIS7FD BELOW, 77-IESE ARE REVISIONS TO THE APPROVED PLANS FOR CONSTRUCTION AND REFLECT EXISTING FIELD COND177ONS AS OF JANUARY 23, 2002. 174E HORIZONTAL POSITION OF MANHOLES, CATCH BASINS, AND SIDE SERVICE STUB MARKERS WITHIN 77-IE PROPOSED RIGHT-OF-WAY WHICH VARY MORE THAN FEET FROM DESIGN LOCATION BASED ON A VISUAL VERIFICA77ON OF FEATURES OBSERVABLE FROM THE SURFACE, HAVE BEEN REVISED ON THESE PLANS THE AS-00NS7RUC7FD TOP AND INVERT ELEVA77ONS WERE DERIVED BY FIELD VER77CAL PROFILE TIED TO 7HE PROJECT BENCHMARK AS SHOWN ON THE APPROVED PLAN SET. THE REVISED SLOPES BETWEEN S7RUC7URES ARE CALCULATED BASED ON THE AS-CONS7RUC7FD INVERT ELEVA 77ONS AND MAY OR MAY NOT REFLECT THE ACTUAL SLOPE OF 7HE INSTALLED PIPE. PEIFRSON CONSULTING ENGINEERS DOES NOT CERTIFY 174E ACCURACY OF THE INFORMA77ON SUPPLIED BY 7HE CON7RACTOR, EVEN IF SUCH INFORMA 710N IS INCORPORA7FD IN 7HESE PLANS. sq,o A, 03 z �j cl-A co CD EE SHEET 8 0 of a: 1`1 M 0 <r_ 0 T, a 'm "�28 TRA T c, OH I CB-2529 OH ky L -r— TOP 442.46 P/m IE-451 61 OH ON 24 1E 436.66 (N, W) — — — — — — TT GUY � ------ Q OH H - "A" -)T CB_ 404 Z_ I " I,- - -- - �--_ --- -_ ebqw w � � r _= I 44�. 9,6 lb A E n UG T — ----- W_ pp �,UGT FH ---------- _�_C7 I- =2 _ UGT:o— UGT ou SS T � . -- UGT-4 UGT - --- -------- . U(11. - — UCCA -L- - " si- C> wv TMH UG T 7�7_ n SS VGT T - — 72:_-AV_,,-, -.11'--_7-�- , 7��-� v, ,;, 7 V. — SS SS wv', /A UGT— U(;i UGT— UGI UG�T�_ wv 7�7- 4 U AVE NE ss jxze _U T /w 47� Z 44+6(0 WE 4 th S ss, - tN 7ERSEC 77 q %3+00 J2+10 94 LYONS __�!;45+00�.00 NE 4TH ST ------ts--50+29.45 NE 4 TH H 4) ss IE=451. ly: A 46+00 11 �7+ 0 ST (PR OFIL ES, SHEET 13, 1 0 t> 15.14 NILE A • —v / 84� 481+00 4 v 61 �E k. G (SECTION, SHEET 16) > 49�100 504 CS ?"" 00 A O.W. 0 11. 14 t> CB 26; T�PE_I-L- GCB 27, TYPE I-L t> A TYPE G t> C& 25, E I-L STA. 44+ 7Z J7, 46.17' R T STA. 45+21.83, 4Z25' RT. . G G (-ADJUST TELEPHONE A� G. 7 pp/L G 'k. . �A 4 )--MANHOLE 'TO, FINISH LLJ STA. 4J+59.97, 46.9J' RT_ All \A pp,/� LGRADE __7 C) INSTALL @ END OF- 4 Z EX. CULVERT I CB 30, T' I_L_ n = 7,7 =7z n 15 �-24 49+73.95, 44 87' RT 40 0 40"ti-7 U 2 UGT- -6. CD 1E=406_51 OH — < SCALE: 1 40' /F= 41 INTY DRAINAGE 239'-24"- - CY 29, TYP- 30525) ING C T C3-2 --- C�A SEMEN (87062 1 \�\ EX. SIDEWALK 0 ASHPALT TRANSITION — — — — — — CB-2587 S TA. 47+35+00, 47.00' RT KING C0000'� ryT'AfNAQE . , 1� •.,.; ., - .. . * - . ry11 _T F_ SEMENT (8706230525) .9;2., TO EX. PAVEMENT T 21 7 -L870621052 =450.2J 0 =450.65 Q::� 41.617 17F= 4 CURB RAMP 04/2 R. •0. W 1 50 0 TON PER CITY OF REN TRACT F I PROVIDE SMOOTH STD. PLANS, PAGE F005.11 Q) (ROW DEDICATION) I E (TYP.) - — — — — — — -1-448-- I I i 11TRANS/ T70N FROM WIDE WALK 4z 27 NEW 6 26 1 9 10 8 7 1 TO X. 5, WIDE WALK SHEET I SEE PROFILE, AND 25' 25 J --�6" P VC ROOF DRAIN BS8 SEC RON, + SHEE (TYP. i i LINE 0 2.00% MIN. CLEAN OUT Ij -I C9 19,,i TYPE I T 16 Z I to IN TERSEC 77 ! — I (Typ.) (TYP.) 446= ON. S TA. 66+01.22, �N 5' WATERLINE— 16 30+J8.4J L YONS AVE 9XZ_j_11n 11n At-I-C-C6 ROAD' EASEMENT 7- . . . . . . 40 co 'T CN 00 CN 0 V) V) C\jCN CL oc oc 1�3 z cq __z o Z LLJ :z 11 c CLU. :5 0 c) II 0 z z rn Ln .. 0 cn cd 0 0 Z Ld CD < V) Ld z 0 0 Z Z LAj LLJ V) _j C14 V) 0 a 0 as o `y n < (L 0 Q) LLJ 0 c� n L'i Li cn U) vY C) m cr_ � � z 0 z cr) 0 cf) Li U] 0 w Q tiz CL cu 0 Ljj 04 0 N cr 0 cr 0 co (n 0 0 < < z _j Li lL -�7 --- - - - - - - - LOT 1Z 13, 24 & 25 SHALL USE LOTS 7-11, 24 ROOF DRAIN DISPERSAL SYSTEMS -- - -- ---------- - ---- ----- 441-- 756-0 67+0 01 PER DETAIL SHEET 8. ROOF & 1 70 20 22 ...... �8+ 694,00 LAWN RUNOFF SHALL BE DIRECTED 10 TO WETLAND. ACTUAL LOCA77ON A -7y. - — _,— - _,f_ - - - - - - - --- � , 0 OF DISPERSAL SYSTEM TO BE APPROACH - - - - - - - - ux DETERMINED AT 77ME OF BUILDING PER CITY OF RENTON PERMIT FOR EACH L 0 T \,TDRIVEWAY AP t> J�TD. PLANS, PAGE .06 10' STORM- C6 15, TYPE I i , DRAINAGE- PRIVATE TE ACCESS • EASEMENT AND PUBLIC UTILITY 26' 16, TYPE I STA. 19+15, 1Z 15.20' L T 'STA. 19+15.12, 15.20' RT C6 21, TYPE�I__ STA. 29+68.51, 15. 4410 EASEMENT 12" 6 441.0 2.5 44n Ni 440.0",, 10, STORM 2.31 441.0 24 12 `'DRAINAGE 438EASEAfEN CB 18, TYPE 11-48" 10' U77LITY CREATED I _T WETLAND "A" 2J2 4 L - - - - - - EASEMENT If 7S_ CREA TED sq. ft. (Typ.) co 44 6 LOCATE AS SHOWN 1 44-- = — — � j III WETLAND 'B" 875 sq� ft, TOTAL CREA7E0 1,107 sq.ft. N/ I / S 0 ;�' 0 4 TOTAL CREATED WETLAND IS TYPE H-48" 16' > 1.5x"WRTUAL" WETLAND FILL C6 20,O21 21' APPROX. LOCA TIC STA. 29+68.51, 14.JO' RT 29CW )N OF �X/ 34 DISPERSAL TRENCH. ACTAL 44 .0 tk GUTTER 7 tOCA T70N TO BE DETERMINED > 0 4.0 AT TIME OF BUILDING PERMIT 42' R. 0. W. (T�-Pj 9,cw 438 t2l_ , I ZIA \117-CW c TRACT D 72' -11 C9 22, TYPE 12'CW (NGPA) 10, 19,( EX. WETLAND A A ;1 BK"c W (TYP.) TYPE I 10.00, 15.20' RT C8 14, Ty STA. 28+ 'If a. -1 BOUNDARY \V 0 4-CW PE J C6 14A, T 434.a I STA. 18+05.1Z 15.20' RT .60. R.O. TT -A. 18+05.12, 15.20' LT%7CW C9 17,'TYPE 11-48' 1 j; 41fs 7Z-Uw -22-CY - > 7 C8 23, TYPE I LOCATE AS SHOW 4 1-1 4 CREATED STA. 27+65.00, \_1L 75,20' R' T. 14 Lij --�444 y WETLAND6' 4364. C8 24, TYPE I LT - - - - - - '5.20' L - - - - 6' WIDE CONCRETE ry STA. 27+66.00, Ac :iiL —442 SIDEWALK PER CITY 1> OF RENTON SID. yr� -.'-,..'PLANS, PAGE F007 12- SPLIT RAIL CE PER DETAIL, SHEET 16 . LQ t� 1.2*A ""'ORRIAL- AE7 (TYP,) Ln 4AND DISTURBANCE- 2CW FILL' TO MEET MINIMUM 20 tA LIMITS (TYP.) 15 BUFFER REQUIREMEN TS Vo w Typ ( CREA TED r, II 7 110 sq. ft. TOTAL BS6L T -A j WETLAND •(SEE LEFT) ---412 \V t - - - - - - TRACT C (Typ.) A (OPEN SPACE/LANDSCAPES — — — — — — — -- 10 -26' PRIVATE ACCESS AS —CONSTRUCTED uj -TRACT B, EA SEMEN T - - - - - - - -- �A REMAINDER OF WORK �-(STORM DRAINAGE) it P TO BE COMPLETED WITH 60' SEE SHEET ? THE CONSTRUCTION OF I WI THIN THE PARAMETERS LISTED BELOW, THESE ARE REVISIONS To THE SIENNA PROJECT uj_ 774E APPROVED PLANS FOR CONS7RUC77ON AND REFLECT EXISTING 19 '\tl it N", Nt t�" C I NEW'�, 16 2 FIELD COND177ONS AS OF JANUARY 23, 2002. 77-IE HORIZONTAL POSITION ---- -- WETLAND z__ SEE PROFILE, 10' UTILITY OF MANHOLES, CATCH BASINS, AND SIDE SERVICE STUB MARKERS LQ LAJ BUFFER CLEAN -OUT SHEET 12, AND EASEMENT W 77-IIN THE PROPOSED RIGH T— OF— WA Y WHICH VARY MORE 77-IAN Typ.) co I (Typj SEC 770N, FEET FROM DESIGN LOCAT70N BASED ON A VISUAL VERIF7CA77ON SHEET 16 1 40- 4 OF FEATURES OBSERVABLE FROM THE SURFACE, HAVE L 4,38- BEEN REVISED ON THESE PLANS. THE ASCONS7RUC7FD TOP AND INVERT 1cw ELEVATIONS WERE DERIVED BY FIELD VERTICAL PROFILE 77ED TO THE N. CB 12, TYPE I PROJECT BENCHMARK AS SHOWN ON THE APPROVED PLAN SET THE \J-6" PVC ROOF DRAIN LINE 0 1. 00%. MIN. STA. 15+44.61, 15.21' L T I REVISED SLOPES BETWEEN STRUCTURES ARE CALCULATED BASED ON THE C6 5, TYPE I C6 1J, TYPE I AS—CONS7RUC7ED INVERT ELEVATIONS AND MAY OR MAY NOT REFLECT STA. 25+7jg4, 17.01' RT (Typ.) STA. 15+44.61, 15. Fo 7 _R_T > THE ACTUAL SLOPE OF THE INSTALLED PIPE. PETERSON CONSULTING o \ \ \ i I f I 18 17 ENGINEERS DOES NOT CER77FY THE ACCURACY OF THE INFORMATION CB 5A, TYPE SUPPLIED BY THE CONTRACTOR, EVEN IF SUCH INFORMATION IS TLI? C8 10, TYPE I STA. 25+76.78, 17.95' L T —4 6 DRIVEWAY APPROACH t STA. 9+89.29, 15.20' L INCORPORATED IN THESE PLANS. - - - - - - - z I PER CITY OF RENTON INTERSEC77ON: 12 STD. PLANS, PAGE F0061 25+39.94 LYONS A VE NE oe 4J4 4+99.44 NE JRD ST 25 16' W�oo 11+00 00 07 50' wd S T C8 5B, TYPE 61 7 T; 8+00 149+00� --lt 7�_ yv_ STA. 25+2351, 1879' R,4V -i 6) NJ 16,' 4L, �L 0. W.HEE25' . . . . . . . . . 4' T 20.5 (SEC; I ful 4 P do 3 e,v CB 6, x LTYPE 1 �o�, Ncis STA. 5+46.89, 1328' T -;W—WFNC X x ION AL CB ;PE 11-48" AL /A/ M? CZrt- TION. T10 CN CB 8, TYPE 11-48" \ STA. 8+68.00, 1241' LT IN TERSECRON.• APPROX. LOCA N \—OUTFALL TO EX, DITCH STA. 7+26.92, 12.JO' LT 7+56. JJ NE JRD ST = -, 7RACT A EXPIRES 09/09/02 OF EX. DITCH 75+00,00 ACCESS ROAD C9 11, TYPE I IN TERSEC 770N.• (LANDSCAPE) 11+60,97 NE JRD ST 55+00.00 NILE AVE NE 18" IE 425.45 REMAINDER OF WORK 10+00.00 NE JRD ST LOTS 18-20 X STA. 9+89.29, 15.20' RT TO BE COMPLET154-00.00 MORGAN AVE NE ED W` TH STAMP NOT VALID THE CONSTRUC77ON OF THE SIENNA PROJECT UNLESS SIGNED AND DATED u u 00 0 M CD < CIO C/') Q::�U) Z V) Cn O n n Lo 0 Z 0 II Z 0 2 , 0 Z Ln co 0 0i CD 0i o Z < W LLI 0 0 LL. Z Z V) V) LLJ C -2t Z cli V) 0 a. V) V) co (0 V) ry 0i L0 Lu 0 3 ('j Ir CD CL 0 Q) n C�j ct ck� co M 0 LLJ o 0 cl� %D CU Ld Z < 0 CL Lj F- < Z Cn FY Ld 0 n, Cn 1-- 0 ch C, LLJ CL CL V) C14 0 N ca Cn Cn CO, CD Uj LLJ (J� LLJ _j LLJ cr_ � Li3 < Li Z _j bi Z LL — — — — — — — — — — — — --- - - - - - - - - - ---- L ---- X_x 4ADS r4WNC X J -7 44__,� 7- - - - - - - - I I 9' 1 i 38�i TEMPORA R Y J7 op iJ5. J4 PUBLIC 10 11 ACCESS "VIRTUAL" EASEMENT TUAL" WETLAND C8 45,TYPE'yy FILL TO MEET MINIMUM %,43.0 STA. 40+90,25, 15.20' T — — — — — — — BUFFER REQUIREMENTS LOT J2-J4 SHALL USE ROOF DRAIN DISPERSAL L 40' 0 40' 9.6 41- 900 sq. ft. TOTAL SYSTEMS PER DETAIL THIS SHEET ROOF AND 6W!! I - I LAWN RUNOFF SHALL BE DIRECTED TO WETLAND. ACTUAL LOCATION OF DISPERSAL SYSTEM TO BE - - - - - - - - - - - - - __*� - - - - -- WV , i )40\ — L T k-- 1 40' C TR. , CUL-DE-S _P27=222= we SCALE. -------- - DETERMINED AT TIME OF BUILDING PERMIT FOR 2zz_�_ EACH LOT STA. 39+40. 52 at i 40+WsL 442,7J NE 5th S T 4J 42+ 0 16' 21,, (PROFILE,'+(o SHEET 72) (SECTION, SHEET 16) 2 1' - 66 6 31- /1, \V 1Q110 �PRIVATE ACCESS 1 NEW AND PUBLIC U77LITY Al WETZANDI 442.0 t CB 44, TYPE t — _r. 40+90.25, 15.20' RT I--- — EASEMENT BUFF R STA. CINI CB 43, TYPE STA. 37+21.14, 14.30' RT N LEVEL SPREADER PER 1 I 41; c DETAIL, THIS SHEET l7 'A 30 12" 32 CB 42, T __j APPROX. L XA 1UN OF I ICB L T 1� -STA. j6+5a 15.20' co, 25 25' I 41 TYP I DISPERSAL TRENCH. ACTUAL I STA. J6+50.00, 15.20' RT LOCA 776A7 TO BE DETERMINED -6'+7*A AT TIME' 'OF BUILDING PERMIT 16' 16' 'B (TYP.) IF 42 7A 25' B GPM 7A 2"-4" QUARRY EDGE OF SPALLS PA VEMEN T Z SPLIT RAIL FENCE PER DETAIL, SHEET 16 N 0.5, (TYP.) 12" IE 459.7,5- TP PP 4 VA TE) 59.4 LEVEL SPREADER 12 1E 4 0. A- N A L - (9 TEMP. CUL-DE-SAC NOT TO SCALE - - - - - - - r -- - - - - - - - - ; 00111 1 29 6" PVC ROOF _uCREA TED DRAIN LINE l / i ! , I S=2,00Z MIN. WETLAND 44 lo, UTILITY (TYP. EA SEMEN T H 7( I l e I (TYP.) 30 - 12" ;. i - _WETLAND -TO TA L CHEATED 1, 432 sq. ft. j I 30 A_ CB 40, TYPE I TOTAL CREATED VfTLAND IS > 1. 5x"WR TUAL WETLAND FILL STA. 34+50.00, 15.20' L T ♦ C8 TYPE STA. 34+50. 00, 15.20' TT D, V ON APPROVAL F R( V BFNC x - DA TE: — — — --- — — — — 0A DA TE.- 45 , ACT G , DETEN77ON FACILIT DA TE: SEE ISHEET 29 TRACT E" i T D A TE: KNI► (NGPA) 4�.--N4-N-N44 " III L T — — — — DA TE. GB 38, TYPE 1 434 f-STA, 32+65.24, 17.9J' LT 43 `46 C6 J5, TYPE 11-48" 7 STA, 47+8Z0J, 63.27' LT 1E 4J6 47 CB j I TYPE I IE=41,37106 1Q, STA. 32+65.24, 17.93' RT APPROX. LOCATION CURB RAMP @412 �� / �%J I a 1 C6 J6, TYPE 11-48- OF EX. 12" C. PER CITY OF RENTON 15' STORM STA. 48+10.03, 50.00;--LT PLANS, PAGE F005. WATER MAIN 28 --DRAINAGE EASEMENT CB-2529 — — — — — — — le6 Y 36 POST P/M TOP x k- 457 61 J�? 24" 1E 436, 6 (N, W) ("V' - - - - rLFNC 292'- 12" 0"i 7 12'-24" 1/ 1/pp AD/ 5 4 I- CB-404 DJ -24 24" 1E 449.31 TBM PA Y' 4!t awmwm�254 .2 IE=449.9,6 co "I" 4W RIC-- 24" E_ P -7- ZL7 AO� UGT----, t,UG — -- — — - UGT T CB 31, TYPE 11-48"'' _� I UG T WV TMH 00' LT TYPE 41 SS UGT-�,0C. T UGT— /xI I T UGT UU! ___C8 _�SS U __,_ -- - / - n. J'A _�_ 111�� G SS STA. 43+ 70.93, 36. -48� t> 5 1 - I -- ---- UGT 11 W1 SOLID LOCKING UG _f . �� 9S -t?-, C'� S TA. 45+34.11, 35.42' L T Ts 11 42' -C6 3 81, z� C§ 34, TYPE 11-48" T NE 4th 'S T tf 'S" - t- , - . I SMH- 1203 TYP E 11-4 H STA. 47+8ZO3, 39., 78.53, 40.5' 7- Ss S�t, j I �LT 4 �SMH2150 >: (PROFILE, SHEET 13 & 1 SS. Ap. t(SECTION, SHEET 16X G GPM & . t� i A \ . r b . j .. tr / I 11, CS, -6G C' 77 GPM a . t> . . . 6 t, . - t, . � � j j 4 1 0A A t> GPM G — 0 \ . . a A, A A 1� D. . G t> > t> G G A 0 A 15 14 1 A 33 G— A B I U G, t' - k M 8525� G7 GPMG 6 j 1�711_77- PP Pp �42 7RACT A (ROW DEDI IE= 43\5,57 --4 OH -4 9.4.3-�j 02 N I/ �C 27••E=450.2J 8 09/09/02 F- •=450. 65 V, STAMP NOT VALID UNLESS SIGNED AND DATED �)EHn E E 7 7 pipe O.D. V-0 min in end cap or plug P j clean out wye from pipe j 4" or 6" perforated pipe laid flat/h notched IM11- grade board 2"x 2' notches type I CB w/solid cover (locking) 18" O.C. A A + ID . A _j influent pipe (max design flow<_ 0.5 CFS per trench) :In n 9° clean out wye from pipe O _j I PLAN NTS pipe O.D. ✓ galvanized bolts I v-0 i _A r-01 n I - - i inin CA 0 05 pressure treated grade - r/,4!or 6" perforated 7 E E % pipe 1� board 2"! pipe laid flat 4" x 4' support post '7 clean (<- 5% fines) CA a -7 1 lli'- 3/4 " washed rock LE a n Zn.\ I filter fabric - m *15% max for flow control/water quality treatment in rural areas. SECTION A -A NTS flow to second dispersal trench it necessary B ,over -4- flow to other branching CB's as necessary 18" O.C. 2- 2" grade board notches 2" NOTES: 1. This trench shall be constructed so as to prevent point discharge and/or erosion. 2. Trenches may be placed no closer than 50 feet to one another. (100 feet along flowline) 3. Trench and grade board must be level. Align to follow contours of site. 4. Support post spacing as required by soil conditions to ensure grade board remains level. FLOW DISPERSAL TRENCH NOT TO SCALE 'D a o level outlet V V 7 U L% 7 C, 6" min 4" pert pipe 18" min 11/2" - 3/4" washed rock V 7 24" m in TRENCH X-SECTION NTS slope small catch basin or yard drain 2'x 10' level trenches 013 standard flow dispersion trench w/ notched grade board length 10' per 700 sq. ft. of roof area, see detail above. PLAN VIEW OF ROOF NTS DOWNSPOUT DISPERSAL TRENCH NOT TO SCALE AS —CONSTRUCTED WTHIN THE PARAMETERS LISTED BELOW, THESE ARE REVISIONS TO THE APPROVED PLANS FOR CONSTRUCTION AND REFLECT EXIS77NG FIELD CONDI770NS AS OF JANUARY 23, 2002. THE HORIZONTAL POS177ON OF MANHOLES, CATCH BASINS, AND SIDE SERVICE STUB MARKERS W THIN THE PROPOSED RIGH T— OF— WA Y WHICH VARY MORE THAN FEET FROM DESIGN LOCA77ON BASED ON A VISUAL VERIFICA77ON OF FEATURES OBSERVABLE FROM THE SURFACE, HAVE BEEN REVISED ON THESE PLANS. THE AS—CONSTRUC7ED TOP AND INVERT ELEVATIONS WERE DERIVED BY FIELD VERTICAL PROFILE TIED TO THE PROJECT BENCHMARK AS SHOWN ON THE APPROVED PLAN SET THE REVISED SLOPES BETWEEN S77?UC7URES ARE CALCULATED BASED ON THE AS —CONSTRUCTED INVERT ELEVA77ONS AND MAY OR MAY NOT REFLECT THE ACTUAL SLOPE OF THE INSTALLED PIPE. PETERSON CONSUL77NG ENGINEERS DOES NOT CER77FY THE ACCURACY OF 774E INFORMATION SUPPLIED BY THE CONTRACTOR, EVEN IF SUCH INFORMATION IS INCORPORATED IN THESE PLANS. j CD F4 ry m LLd _ Z z w o �J J m o U � W n p n04 o O w w O WJ z U � z Q Z � Q � r O O �i U a IL Li n Q a a Cq F_ C N a 00 ob w U _Z o Z F- ® -� V) u-i Z w® m C M O1co CC L O Ir O 2 J S V, U Z Z Q y 2 Z O O N Z II p �O ~O d U7 � < 2 O N 0 O y fU O N o Z w V)Lu < } CD � W z ® Z w w q Z JLLJ O z O 2 3 Y w O N Cp' V) U as O mO �+ J C 1 v) (.rl 1 n Ln Q Q Q Q Q n U co Oaf Q W o N Q,� N p C 0 H wLp - ELLd w Ll � � � m ^ = a Q V) N Lv LLJ O N ID (U I'1 a I- Z o Q W � Q ouLLJ z ry O 3 W _ U q I Q c � z cl:� CL Q 0� Lli LiJ J Lij o cl O c>>n mii cn W `' W r vJ U Icon. w m w Q w L J z U J L� �`SS'I ONAL� P1, EXPIRES 09/09/02 t/ STAMP NOT VALID UNLESS SIGNED AND DATED r./ 450 440 430 EX. DITCH Q W o O �t I cn W ii j PERMANENT OUTFALL 'TO BE CONSTRUCTED I �- BY THE SIENNA PROJECT 5 @ 0.73Y- 18" IE 425.4$ CB 5B, TYPE I i STA. 25+23. 51, 78.179 L T 8� !E 423.94 42759 CB Jam, TYPE I 11E 42,3.9 STA. 25+73.94, 17.01' R TOP 426.80 1 12" IE 424.70 (NE) 12" IE 424.55 (SE) c 12" lE 424.33 (W) 25+00 32+uu -36'I 72" ® 0.537. CB 5A, TYPE 1 STA. 25+76. 78, 77, 95' LT TOP 427.77 12" !E 424.14 Jj+uu ti Q ��mZ LE NCO W ---- � � � � o PRO OSED Fli 2 U U GRADE (TYP.) i CB 23 j TYPE 1 STA. 27+66, 15.2' PT TOP 434.79 12" 1E 432.12 '-12" ® 0.587. t 39'-12" 157'-12'" @ 0.69Z ® 0. 427. i CB 22 TYPE I STA. 28+10, 15.2' RT TOP 436.10 72" 1E 431.96 STA. 27+66, 15.2" LT TOP 434.88 12" IE 432.JO EXISTING " PROPOSED GRADE (TYP.�) F GRADE (TYP.) FzIslolJ 35+00 t. PV1 STA = 30+67.35 P1V/ ELEV = 442.89 200.00' VC I I EXISTING GROUND' i (TYP.) O _ _ CB 26, TYPE IL - - - - - STA. 31.64.77, 22.63 LT - ----- - - __TOP I 24 " IE 440.11 (E) 24" IE 440.01 (W) C;& ZU, TYPE 11-48" STA. 29+68.51, 14.3' RT TOP 439.97 12" !E 430.88 (SW) 12" !E 430.80 (SE)_______ 12' IE 436.'03 (NW) 30'-12" ® 2.79% CB 21, TYPE I STA. 29+68.57, 15.2' L T TOP 440.10 12" 1E 436.68- 6" IE 437.25 �ro 41'-24" ® 0.87% 27. TYPE IL STA 31+63.69, 21. TOP 444.93 24" IE 440.71 (E) 24 " 1E 440.50 (W) .r i +00 Cl i + If r �Q e+ J I m V d- 32+00 NOTE.• ACCEPTABLE STORM PIPE TYPES ARE PVC D-3034, CPEP, CMP, OR DUC77LE IRON PER CITY OF RENTON STANDARDS AS -CONSTRUCTED WITHIN THE PARAMETERS LISTED BELOW, THESE ARE REVISIONS TO THE APPROVED PLANS FOR CONSTRUCTION AND REFLECT EXISTING FIELD CONDITIONS AS OF JANUARY 23, 2002. THE HORIZONTAL POSITION OF MANHOLES, CATCH BASINS, AND SIDE SERVICE STUB MARKERS WITHIN THE PROPOSED RIGHT-OF-WAY WHICH VARY MORE THAN FEET FROM DESIGN LOCATION BASED ON A VISUAL VERIFICA77ON OF FEATURES OBSERVABLE FROM THE SURFACE, HAVE BEEN REVISED ON THESE PLANS. THE AS -CONSTRUCTED TOP AND INVERT ELEVATIONS WERE DERIVED BY FIELD VERTICAL PROFILE TIED TO THE PROJECT BENCHMARK AS SHOWN ON THE APPROVED PLAN SET. THE REVISED SLOPES BETWEEN STRUCTURES ARE CALCULATED BASED ON THE AS -CONSTRUCTED INVERT ELEVATIONS AND MAY OR MAY NOT REFLECT THE ACTUAL SLOPE OF THE INSTALLED PIPE. PETERSON CONSUL77NG ENGINEERS DOES NOT CER77FY THE ACCURACY OF THE INFORMA 77ON SUPPLIED BY THE CON7RACTOR, EVEN IF SUCH INFORMA77ON IS INCORPORATED IN THESE PLANS b z z W 0 m 0 U E11 W it m a 0 z m 0 L:j U 4 d Of W IL Q d Lv Q 0 0 0 J Q. SNP-oa-El� N pO O W md' Q U w a w z z w 0 m 0 U 04 O I w 0 z m 0 w U IL w w a a a W F- 0 O 0 O J ti N O w t1 t� d tit Q Z W J LL N ,,r z z w 0 m 0 U m� N co CD N E-- \ m F-- `° Y = r c� g r cD z V i c� � I o nU n N W Q m W a o W z o C� J Q Z � r o O Z Q CL z lW w W Ld a na. N ocCV d od ob CD �t w V Q Z 0 a ® J Lu Z U o co m� �co 0 �o S J = U Z Z O f 2 Z w �pp N Z U ., Z Z �0 Z Q LL o N N 0 0 N 0 Q � c� o w w c� w W 8 Z Y O d N m w U asa Q co ry a- Q U 0 w 0 a 1=J 6 Ld O Q a N z m W q cc _ Z N O O 0 N z O � Q W Q 5 W O � J � F_ 3 m U Q N CD I !n < � CL O /U W m 0 W LL, Lli 0 C Z w w w z W J � L� STORM WATER DRAINAGE NOTES 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE- CONS TRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER. 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 1988 STANDARD SPECIFICA7ONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION? PREPARED BY W.S D.O. T., AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS J. THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS WHICH ARE ON FILE IN THE DEPARTMENT OF PUBLIC WORKS ANY DEWA77ON FROM THE APPROVAL PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER OF STORM WATER UTILITY. 4. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS 5. DATUM SHALL BE U.S.G.S.. UNLESS OTHERWISE APPROVED BY CITY OF RENTON DEPARTMENT OF PUBLIC WORKS REFERENCE BENCHMARK AND ELEVATION ARE N07ED ON THE PLANS. 6. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY MUST BE SA77SFACTORILY MAINTAINED UN77L CONSTRUCTON IS COMPLETED AND THE P07EN77AL FOR ONS/TE EROSION HAS PASSED. 7. ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND /N OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION ACT7VITY UNLESS OTHERWISE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS, STORM WATER UTILITY. 8. GRASS SEED MAY BE APPLIED BY HYDROSEEDING. THE GRASS SEED MIXTURE, OTHER THAN CITY OF RENTON APPROVED STANDARD MIXES, SHALL BE SUBMITTED BY A LANDSCAPE ARCHITECT AND APPROVED BY THE DEPARTMENT OF PUBLIC WORKS, STORM WATER UTILITY. 9. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECT70N 7-02.3(1) OF 774E CURRENT STATE OF WASHINGTON STANDARD SPECIFICA77ON FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE EN77RE LENGTH OF 7HE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA CLASS "C" WITH THE EXCEPTION OF PVC PIPE. ALL 7RENCH BACKFILL SHALL BE COMPACTED TO MINIMUM 95Z FOR PAVEMENT AND STRUCTURAL FILL AND 90Z OTHERWISE PER ASTM D-1557-70. PEA GRAVEL BEDDING SHALL BE 6" OVER AND UNDER P. V C. PIPE. 10. GALVANIZED STREET PIPE AND ALUMINIZED STEEL PIPE FOR ALL DRAINAGE FACILITIES SHALL HAVE ASPHALT TREATMENT ,#1 OR BETTER INSIDE AND OUTSIDE. 11. STRUCTURES SHALL NOT BE PERMITTED WITHIN 10 FEET OF THE SPRING LINE OF ANY STORM DRAINAGE PIPE, OR 15 FEET FROM THE TOP OF ANY CHANNEL BANK. 12. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 9.10 FEET BELOW PAVEMENT LEVEL. 13. OPEN CUT ROAD CROSSINGS THRU EXISTING PUBLIC RIGHT -OF WAY WILL NOT BE ALLOWED UNLESS SPECIFICALLY APPROVED BY CITY OF RENTON DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER. 14. ROCK FOR EROSION PR07ECT70N OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF 1 FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS. • 4"- 8'140%70.E PASSING; 2"-4" ROCK/30Z 40Z PASSING; AND -2" ROCK110%20Z PASSING. 15. ALL BUILDING DOWNSPOUTS AND F0077NG DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS APPROVED BY THE DEPT. OF PUBLIC WORKS, DESIGN ENGINEER, OR STORM WATER UTILITY. AN ACCURATELY DIMENSIONED CERTIFIED AS BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY OF RENTON UPON COMPLETION. l s ssjONAL EXPIRES 09/09/02 STAMP NOT VALID UNLESS SIGNED AND DATED 16. ISSUANCE OF THE BUILDING OF CONSTRUCTON PERMIT BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE CON77NUING LEGAL OBLIGA T70N AND/OR LIABILITY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUC770N. 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, PR07EC77VE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED AC77ONS TO PROTECT THE LIFE HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACT. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AN APPROVED TRAFFIC CONTROL PLAN BY THE TRAFFIC ENGINEERING DIV. OF THE DEPT. OF PUBLIC WORKS. ALL SECTIONS OF 7HE W.S.D.O. T. STANDARD SPECIFICATIONS 1-07-23, TRAFFIC CONTROL, SHALL APPL Y. 18. SPECIAL DRAINAGE MEASURES WILL BE REQUIRED IF THE PROJECT LOCATION IS WITHIN THE AQUIFER PROTFC77ON AREA. FENCING NOTES 1, FENCES SHALL BE A MINIMUM OF 6 FEET IN HEIGHT. FENCE TO BE PER WSDOT STD. DWG. L-2, TYPE 1 OR TYPE J. FENCE GATE TO BE PER WSDOT STD. DWG. L -3. EXCEPTION: 774E FENCE MAY BE A MINIMUM OF 3 FEET /N HEIGHT IF THE DEPTH OF THE IMPOUNDMENT (MEASURED FROM 77-1E LOWEST ADJACENT TO THE BOTTOM ELEVATI0N IN THE BOTTOM OF THE IMPOUNDMENT, DIRECTLY ADJACENT TO THE BOTTOM OF THE FENCED SLOPE (UP TO THE EMERGENCY OVERFLOY WATER SURFACE) IS FIVE FEE T OR LESS. 2. ACCESS ROAD GATES SHALL BE 16 FEET IN IND TH CONS/STING OF TWO SWINGING SEC77ONS 8 FEET IN IND TH. 3. PEDESTRIAN ACCESS GATES (IF NEEDED) SHALL BE 4 FEET IN WIDTH. 4. FENCE MATERIAL SHALL BE NO. 11 GALVANIZED ST-LL FABRIC WITH BONDED VINYL COATING. VINYL COA'T.NG SHALL BE COMPA77BLE WITH THE SURROUNDING ENVIRONMENT (E.G. GREEN /N OPEN, -ASSY AREAS AND BLACK OR BROWN IN WOODED AREAS). FENCE POSTS SHALL BE GALVANIZED S T EEL, WITHCAPS, AND SET A MINIMUM OF 3 FEET DEEP /N CONCRETE. CROSS BARS SHALL CONNECT ADJACENT FENCE POSTS ALL POSTS, CROSS BARS AND GATES SHALL BE PAINTED OR COATED THE SAME COLOR AS THE VINYL CLAD FENCE FABRIC. 5. 'r1,00D FENCES ARE ALLOWED IN SUBDIVISIONS 6hERE THE FENCE WILL BE MAINTAINED BY PROPERTY OWNER. FENCE MAINTENANCE REQUIREMENTS SHALL BE A COND177ON OF SUBDIVISION AND A STATEMENT DETAILING MAINTENANCE RESPONSIBIL177ES AND REQUIREMENTS MUST BE RECORDED. 6. WOOD FENCES SHALL HAVE PRESSURE 7REA TED (GROUND CONTACT) POSTS EITHER SET IN 24 INCH DEEP CONCRETE F0077NGS OR ATTACHED TO FOO TiNGS BY GALVANIZED BRACKETS. RAILS AND FENCE BOARDS SHALL BE CEDAR OR PRESSURE TREATED FIR OR HEMLOCK. 20' ACCESS & PUBLIC UTILITY EASEMENT TRACT B c 7.5' 6' 3' 10' 10' 3' 6' HIGH FENCE PER SPECIFICAI TONS, SHEET ? -27. 72"MIN. _2% ��7 COMPT. DEPTH ��\1\��"\11�"= �t ASS "B" ASPHAL T��CONCRETE CURB,- " ATP GUTTER PER CITY OF RENTON STD. 6" MIN. CRUSHED ROCK PLANS, PAGE F001 (TYP.) LOTS i 0 NOT TO SCALE BOLTS: 2 PER JOINT 1/2'X 3" LAG SCREWS GAL V. 450, mill lilis 1 ' VARIES 2' MIN. BOARDS: 8"X 1" OR 12'X 1" �- POSTS: 4 "X 6 " MIN. PRESSURE TREATED OR CEDAR PAINTED WHITE. NO TE: FOR DIMENSIONS NOT SHOWN, SEE TABLE. f BARRICADE NOTES, T i'-'E WIDTH OF RAIL LE'JGTH OF RAIL HE, GHT TYPE OF FRAME FLEXIBILITY /I, 8" MIN. 12 MAX. 4' MIN. 5' MIN. POST OR SKIDS ESSENTIALLY PERMANENT STRIPE NOTES. ORANGE & Wh'TE /F TEMPORARY. RED & WHITE /F PERMANENT. REFLECTOR/ZED SLANT DOWNWARD, RIGHT OR LEFT, IN DIRECTION TRAFFIC WILL PASS SLANT 3077-I 01RECTIONS FROM MIDDLE IF TRAFFIC P1,SSES BOTH ENDS. WIDTH 6" EXU--PT 4" IF RAILS ARE LESS THAN 3' LONG. SLANT DOWNWARD TO MIDDLE AT END OF CLOSED ROAD. SEE SEC. 5.C7 AND MUTCD SEC.6C-8. TYPE /// BARRICADE NOT TO SCALE 10'- 0" RAIL5 T YPICAL RAIL FENCE. YOWNER. CONCRETE CURB, - GUTTER PER CITY OF RENTON STD. PLANS, PAGE F001 (Typ.) 0.5' 1 0.5' 2" MIN. COMPT. DEPTH CLASS "B" ASPHALT CONCRETE 3" MIN. COMPT. DEPTH ATB 6" MIN. COMPT. DEPTH CRUSHED ROCK L YONS A VE.' NE STA. 25+00.00 TO STA. 27+50.95 NOT TO SCALE 2" MIN. COMPT. DEPTH CLASS "B" ASPHALT CONCRETE 3" MIN. COMP T. DEPTH A TB 6" MIN. COMPT DEPTH CRUSHED ROCK L YONS AVE NE STA. 28+35.80 TO STA. 36.8J.00 E 3RD S T STA. 10+00.00 TO STA. 11 +50.00 NOT TO SCALE e - 4" CEMENT CONCRETE WALK (SEE PLANS FOR SIDEWALK LOCATIONS) - 4" CEMENT CONCRETE WALK (SEE PLANS FOR SIDEWALK LOCA PONS) 84' ROW 42' 42' 3.5' 5' 36'i EX. PA VEMEN T 36't EX PA VEMEN T 5' 23' 28' 5' EXISTING CONCRETE EXISTING CONCRETE 0.5 0.5' VARIES VARIES CONCRETE CURB,-�=-- GUTTER PER C17Y OF RENTON S7D PLANS, PAGE F001 (TYP.) 5' VJ CLASS "B" A '6 8" CRUSHED ROCK (TYP. BOTH SIDES) EX CONCRETE PAVEMENT SAWCUT AT EDGE OF PROPOSED GUTTER TO PROVIDE NEAT, CLEAN EDGE (TYP. BOTH SIDES) NE 4 TH S T NOT TO SCALE 4" CEMENT CONCRETE WALK (TYP.) (SEE PLANS FOR SIDEWALK LOCH TONS) 2" MIN. COMPT. DEPTH s CLASS "S" ASPHALT CONCRETE 3" MIN. COMPT. DEPTH ATB 6" MIN. COMPT. DEPTH CRUSHED ROCK CONCRETE CURB, - GUTTER PER Cl TY OF RENTON STD. PLANS, PAGE F001 (TYP.) NE 3RD S T STA. 4+99.44 TO STA. 10+00.00 NOT TO SCALE 6, 0.5' 2 %_ 27_ q 2%_ 2" MIN. COMPT. DEPTH CLASS B" ASPHALT CONCRETE 3" MIN. COUPT. DEPTH ATB 6" MIN. COMPT. DEPTH CRUSHED ROCK 4" CEMENT CONCRETE WALK (SEE PLANS FOR SIDEWALK LOCATIONS) CONCRETE CURB, GUTTER PER CITY OF RENTON STD. PLANS, PAGE F001 0.5' 2% NE 5 TH S T & MORGAN A VE NE NOT TO SCALE ACCESS ROAD LOTS 7-11, 24-27 NOT TO SCALE - 4" CEMENT CONCRETE WALK (SEE PLANS FOR SIDEWALK LOCH PONS) AS -CONSTRUCTED Wl1HIN THE PARAMETERS LISTED BELOW, THESE ARE REVISIONS TO THE APPROVED PLANS FOR CONSTRUCTION AND REFLECT EXIS77NG FIELD COND177ONS AS OF JANUARY 23, 2002. THE HORIZONTAL POSITION OF MANHOLES, CATCH BASINS, AND SIDE SERVICE STUB MARKERS WITHIN THE PROPOSED RIGHT-OF-WAY WHICH VARY MORE THAN FEET FROM DESIGN LOCH 77ON BASED ON A VISUAL VERIF/CA 77ON OF FEATURES OBSERVABLE FROM THE SURFACE, HAVE BEEN REVISED ON THESE PLANS. THE AS -CONSTRUCTED TOP AND INVERT ELEVA 77ONS WERE DERIVED BY FIELD VERTICAL PROFILE 77ED TO THE PROJECT BENCHMARK AS SHOWN ON 174E APPROVED PLAN SET. 774E REVISED SLOPES BETWEEN STRUCTURES ARE CALCULATED BASED ON 774E AS-00NS7RUC7FD INVERT ELEVA77ONS AND MAY OR MAY NOT REFLECT THE AC7UAL SLOPE OF 774E INSTALLED PIPE. PETERSON CONSUL 77NG ENGINEERS DOES NOT CER77FY THE ACCURACY OF THE INFORMATION SUPPLIED BY 774E CON7RACTOR, EVEN IF SUCH INFORMA770N IS INCORPORATED IN THESE PLANS I �4,w, D.39 w d rz W CL IL N 0 a w Q Chi CD � G M o co p w a V J '^ti t__L n III I m Q o Z O zo 00 N N N tf o Q N REMAINDER OF WORK 00 00 /TO BE COMPLETED WITH y THE CONSTRUCTION OF ZN THE SIENNA PROJECT x _ 60' ROW V z ® J t I� � 1-REMOVABLE BOLLARD w Z PER CITY OF RENTON I— Q STD. PLANS, PAGE H019. 2-FIXED _ BOLLARDS PER xi CITY OF RENTON STD. PLANS, PAGE H020. 15' WIDE GRAVEL ACCESS ROAD PER DETAIL, SHEET 19 yygN >O OZZ N U V W 8 z v Ln � U V C) O C-7 m .. VI 0 (L O o N a o � Li w w � Li o -i p- z z 3 Y U O V) O C U O Q Lo Lf) ry a- 4 CD Q O Q CD N O N m w w a Cn (n oT m m w H Q q cr c 2 N N Ln 0 a cu o ZE w Q w Q W ry u U LD U Q V, N W a J cli v I N I LLJ <C CY Q .- o z z CB 5, TYPE 1 STA. 25+73.94, 17.01' RT TOP 426.80 12" 1E 424.70 (NE) 12" 1E 424.55 (SE) 12" lE 424.33 (W)', CS 5A, TYPE I STA. 25+76.78, 17.95' L T TOP 427.17 12" IE 424.14 -- - � l L IL TG ✓. i - �� 15'-18" -10.13q I j -�--OUTFALL TO EX. DITCH 18" lE 425.45 -�APPROX. LOCATION OF EX. DITCH N ,0L EXPIRES 09/09/02 STAMP NOT VALID UNLESS SIGNED AND DATED 1 440 i / 43® L6' HIGH FENCE PER SPECIFICA TIONS, SHEET 16 (TYP.) �n -- C — ®® DRIVEWAY APPROACH PER - --- - 7REMAINDER CITY OFRENTON STD. INTERSECTION: -PLANS, PAGE F006. -- OF WORK "" ^-7+56.33 NE 3RD ST = -- -- - - 6+96.97 NE 3RD ST 75+00.00 ACCESS ROAD TO BE COMPLETED WITH = POND ACCESS. THE CONSTRUCTION OF THE SIENNA PROJECT WETPOND SEEDING SPECIFICATIONS INUNDATION GREATER THAN 3 FEET SPECIES COMMON NAME NOTES MAXIMUM DEPTH NUPHAR P 0 - `SEPALu_A4 SPATTERDOCK DEEP WATER 3 TO 7.5 FEET NYMPHAEA 0D0?A74 ,,' 1'JHITE WATERL/LY SHALLOW TO DEEP PONDS TO 6 FEET NON- NA ,VE SPEC VA77VE SPECIES ARE PREFERRED. WETPOND BOTTOM EL. MWS EL. CELL #1 = 421.00 = 426.00 WETPOND CELL #2 BOTTOM EL. = 422.00 MWS EL. = 426.00 TO TAL VOL LIME = 32, 919 CF SEE PLANTING TABLE, THIS SHEET 1 72" 1E 425.10 INSTALL B'x7'xl' DEEP RIPRAP OAD ®72" 1E 425.20 INSTALL 8 x7'xl' DEEP RIPRAP OAD ®12" 1E 425.92 INSTALL B'x7'xl' DEEP RIPRAP PAD 420 0 NE 3RD STD TRACT B EXISTING GROU (TYP.) i 6' WIDE _ __-----I------ EAR THEN BERM _ _ _ -- — — — — f EL. 434.00 . M. W. S. EL. 431. 50 5' WADE EARTHEN BERM EL. 425.00 i 0 WA TER QUAIL TY M. W. S. EL. 426.00 — ---- — — — — — — — — — -- — — —BELL -- 1 -- -- ----- — —_ _ BOTTOM EL. 422.00 20' 0 20' SCALE: 1" = 20' '-SEDIMEN-T - -- - - - _ - - - - --- -- STORAGE p SEDIMENT STORAGE SEC T/ON A —A SCALE: 1 "= 40' HOR/Z 1 "= 5' VIER T. 440 430 420 SEC TION B—B CALE. 1 "= 40 ' HOR/Z 1 "= 5 ' VIER T. FENCE PER A TIONS, BOTTOM EL. 421.00 440 430 420 EU0A 430 420 AS-QNSTRUC M2 WITHIN THE PARAMETERS LISTED BELOW, THESE ARE REVISIONS TO THE APPROVED PLANS FOR CONSTRUCTION AND REFLECT EXISTING FIELD CONDITIONS AS OF JANUARY 23, 2002. 774E HORIZONTAL POSITION OF MANHOLES, CATCH BASINS, AND SIDE SERVICE STUB MARKERS WITHIN 774E PROPOSED RIGHT-OF-WAY WHICH VARY MORE THAN FEET FROM DESIGN LOCATION BASED ON A VISUAL VERIFICATION OF FEATURES OBSERVABLE FROM THE SURFACE, HAVE BEEN REVISED ON THESE PLANS. 7HE AS-CONSTRUC7ED TOP AND INVERT ELEVATIONS WERE DERIVED BY FIELD VER77CAL PROFILE TIED TO 7HE PROJECT BENCHMARK AS SHOWN ON 7HE APPROVED PLAN SET. THE REVISED SLOPES BETWEEN S7RUCTURES ARE CALCULA7E0 BASED ON THE AS -CONSTRUCTED INVERT ELEVATIONS AND MAY OR MAY NOT REFLECT 174E ACTUAL SLOPE OF 7HE INSTALLED PIPE. PETERSON CONSULTING ENGINEERS DOES NOT CER77FY 174E ACCURACY OF THE INFORMA77ON SUPPLIED BY THE CONTRACTOR, EVEN IF SUCH INFORMA77ON IS INCORPORA 7FD IN THESE PLANS V) U 0 0 IL w Q 0 0 d N O °c'4 ® � o _r a ¢ a4 /� x t--L- \ ' V { �t v u \\ { 11 \ 0- �' 11L _`�_ sIL -w- .>r \\ \y �� 7RACT Ca 1 �® (STORM DRAINAGE) �R f I .. A/ - WETLAA#v � % 6' HIGH FENCE PERT SPECIFICA TIONS, j SHEET 16 (TYP.) LLJ g CD TOP 450.0 do TOE 449.0 l TOP 452.0 Q Q O A/ �� f I TOE 451.0 TOP`450.01.,. 11 TOE 446, 0 ". \ Q \ i \ TOP 450.0 i, TOE 446.0 I WETPOND CELL #1TOP 452.0 1 BOTTOM EL. = 432.75 MWS EL. = 437 75 TOE 446.0 WETPOND CELL #2 BO TTOM EL. = 433.75 ------- MWS EL. = 437 75 h ,p TOTAL VOLUME = 26,546 CF l I ; \ SEE PLANTING TABLE, O C .a. THIS SHEET /3 #` Lo \ ' m 450 440 6' HIGH FENCE PER SPECIFICA TIONS, SHEET 16 (TYP.) EXISTING GROUND - -- ---- - - - - (TYP.) -_ _----- - M. W.S. ------'--- -- L. 447.50 i _ PROPOSED FINISH N 5 W1bE - � ELL GRAD (TYP.) EARTHEN�_BEPM- -- EL. 437. 00 - WA TER QUAIL TY _ M. W. S. EL. 437.75 N �- - ' f BOTTOM EL. 433.75 - I� BOTTOM EL. 432. A I 1' SED/MEN T STORAGE i 1' SEDIMENT STORAGE I i ��_ N I \ % �' TOP 450.0 20' 0 20' TOE 446. o u ui i SCALE. 1" = 20' / V O z �, \ WETPOND v; i \ l CELL #1 s 774ACT E (NGPA) r- Q p la a -� � 4, -N � cn Z / J 4, rn w g� i i rn o I I J j 22 Z) I / 15' WIDE GRAVEL ACCESS pC ROAD PER DETAIL, SHEET 19 t it W O ° / II ,4' ! ,� ® j / 4 460 14/ 111116- �. \ I \ ' S' WIDE' EARTHEN t 'a BERM �-IU7WETLAND- Q vJ/ -4 j I 4 450 1 6 HIGH FENCE PER 1 `'SPECIFICATIONS, WETPOND, I SHEET 16 (TYP.) CELL #2 pp CV N08 /( �` �� A / z %' o Z Mv1 0 w / 1 ! B 44 0 � i TP t I i N -- - - - --- -- -- _ ---- � ;' f t TOP 450.0 o N - -- 2 OH. ---- _ I , TOE 450.0 o Z . - - - - --- - OH___ Li { -� 10' WIDE EASEMENT W - / 3 '¢ FOR POSE LINE J - 575589 & 6342 ) W 12" FROM CB__37 a etY � 8� S-�-------- (3 39 Z 2 Y O U \ 10 d � Or � - - 4 ©20 42% - �-w� 12 - _ -2 N - - TOP 450 -_ - . _ - TOP 450. TOE 443 - E449,J1 -- 24" f - r0E 443.0 /-� - 320 ch a - - 7 .- _ _ _ y � - -_ -.-.� . D - T 1' 4" ___ � _ 779 ! ° �� r - F- - �-f 7-i DITCH o - i r ° . _ _- -- E ,fir -�.� f'_e_ / �---`�__± ✓ .•- � �~ r . f oj O W e _ D - ,'p . D - _:�.- J r _gyp e Y,Y - _'._7'-/ i ! D N LINE OF 10' WIDE EASEMENT T. ° / d p 16 WIDE DOUBLE o �D- '- - - _ d� V \ Q ° . TO'PIJGET POWER FOR £LECTRIC-U,�T UGT ps=-� L` T o \ _ ° TRANSMISSION LINES (8804180869) D n. D/ D °. D /�Q j� p d ! C T-`GATE ' -� --! lGT - / D� T D N •,`.S D n - Q 42 ° {/0 �ivij TYPE I1-48- - p % D. .. D ,p D.. p D ° p p. U67T D to f",r D /lt�T D o D.' D DRIVEWAY APPROACH PER CB 34, TYPE 11-48" it d KING COUNTY DRAINAGE 'STA. 47+87 03, - _ - c p 6' L gip___. D STA. 48+78 53, 40.50' LT w � ' p D -- D' - TOP 449.97 3 3/ T PLANS,PA�006�~--.S ° ; - ° p SS- D- _TOP 45.2.10,,,. D° 9. Q (f. EASEMENT (8703270467) 1> v D � �. = m D p D .. D .' 24" IE 437.41 (W) / D c ep: S, ° D D 24 IE 446.88 E ° q ° ° D - D D eD °..D D > •24" lE 444.25 (E) POND .,. °. 47+98.53 NE 4TH ST.., D; ° ° D. ' 24" IE 446.78 (� Dp. POND ACCESS' o o ° pp 12" 1E 437.49 (N) ° o e .D °..D .. 47+ 00 °°. - D° _b ' / .° D 48+(% D a p 12" lE 438.55 �NW) CD d 0 D / p . °' T'-- \ �s_�� -- -T-- D d - B D 9 - �jD ° , ° p D D 9! ° 49+00 - e D C 'D . D ° D ` �.®\ D ' p. .. p. e. ° D .40 D,+ D° p •t>D \ P NE 4 TH S T i d \ e D. D G D- - \\ a °D -D d D D p D° P D' p° - D p: p ° D D ° D I \ G G DG '-'--'-_---a G. p e ° DD C D D. D p. d D p r � z o Q �R A WETPOND SEEDING SPECIFICA TIONS o � � �of wI INUNDATION GREATER THAN 3 FEET (U U F- Os �� 1 STYg� a W Z) W �SSI ONAL�1O N m cn o LL, (n L,J EXPIRES 09/09/02 Ui Q cl� Q w STAMP NOT VALID o Z UNLESS SIGNED AND DATED z w J 5-"EC/ES COMMON NAME NOTES MAXIMUM DEPTH NUPHAR POLYSEPALUM SPATTERDOCK DEEP WATER 3 TO 7.5 FEET NvVPHAEA ODORATA (1� WHITE WATERLILY SHALLOW TO DEEP PONDS TO 6 FEET (U NON -NA 7 VE SPECIES. NA 77 VE SPECIES ARE PREFERRED. SECTION C-C SCALE: 1"_ 40 * HOR/Z 1 "= 5' t/ERT. I TRACT E TRACT G' - - o' HIGH FENCE PER - SPECIFICATIONS, _SHEET>6 _(TYP_)___-- EXISTING GROUND (TYP.) ---- - - ---- - - -- I _ - 15' WIDE GRAVEL ACCESS ROAD PER DETAIL, SHEET 1.9 0 M.W.S.! - - �- EL. 441.50 PROPOSE FINISH --- - - - _ -CEL"2 - - - - - GRADE (TYP.) -- - ---- - +--- -- - -- i WA TER, QUAIL TY - M. W. S. tL. 437.75 BOTTOM IfI I EL. 433.75 I SEC T/ON D -D SCALE: 1 40 ' HOR/Z 1 "= 5 ' VER T • . / U01% m ❑72" lE 437.24 A INSTALL 8'x7'x7' DEEP R/PRAP PAD ©72" 1E 437.04 INSTALL 8'x7'xl ' DEEP R/PRAP PAD STORM DRAINAGE STRUCTURES Q1 CB 35, TYPE 11-60" CONTROL STRUCTURE PER DETAIL, SHEET 19 TOP 445.20 12" IE 437.83 2� CB 35A, TYPE 11-48" EMERGENCY OVERFLOW STRUCTURE W/ BIRDCAGE PER DETAIL, SHEET 19 TOP 441.80 12" IE 438.87 ® CB 36, TYPE /1-48" TOP 449.38 12" IE 440.32 STORM DRAINAGE PIPES (1 19'-12" ® -3.19Z ® 33'-12 " ® 0.967. ® 25'-12" ® 1.377. ® 27'-12" ® 12.061-. fo 450 440 AS-CONS7RUC7ED WI THIN THE PARAMETERS LISTED BELOW, THESE ARE REVISIONS TO THE APPROVED PLANS FOR CONSTRUCTION AND REFLECT EXISTING FIELD CONDITIONS AS OF 1ANUARY 23, 2002. THE HORIZONTAL POSITION OF MANHOLES, CATCH BASINS, AND SIDE SERVICE STUB MARKERS WI THIN THE PROPOSED RIGHT-OF-WAY WHICH VARY MORE THAN FEET FROM DESIGN LOCA 77ON BASED ON A VISUAL VERIF/CA 77ON OF FEA 7URES OBSERVABLE FROM THE SURFACE, HAVE BEEN REVISED ON 77-IESE PLANS. THE AS -CONSTRUCTED TOP AND INVERT ELEVA77ONS WERE DERIVED BY FIELD VER77CAL PROFILE 77ED TO THE PROJECT BENCHMARK AS SHOWN ON THE APPROVED PLAN SET. THE REVISED SLOPES BETWEEN STRUCTURES ARE CALCULATED BASED ON 77-IE AS -CONSTRUCTED INVERT ELEVAT70NS AND MAY OR MAY NOT REFLECT THE ACTUAL SLOPE OF THE INSTALLED PIPE. PETERSON CONSUL77NG ENGINEERS DOES NOT CERTIFY THE ACCURACY OF THE INFORMA7ION SUPPLIED BY THE CONTRACTOR, EVEN IF SUCH INFORMATION IS INCORPORATED IN THESE PLANS. �ke_ ®p'- 0301 N W 0 Z m 0 0 Z w IL m a a. N 00 ROUND MANHOLE COVER WITH M LOCKING BOLTS MARKED "DRAIN" PER CITY OF RENTON S7D. PLANS, PAGE B035. o a cry v= O O G % n ELBOW z; n ° TYPE 11-60" CATCH BASIN G � , Q W W W QQ r-D Q � J z z r 8" CLEANOUT/SHEAR 0 �`ti N� GATE r ® 12" RESTRICTOR O OUTLET OF TEE SECTION SHALL BE SMOOTHED WALL METAL PIPE O WITH OUTSIDE DIAMETER 1/4" �- LESS THAN INSIDE D/AME7ER OF (� CONNECTING PIPE PLAN VIEW r �O STANDARD STEPS OR LADDER as /J - -6j \ AA / a d JAILHOUSE WINDOW _ 12" INLET PIPE REMOVABLE WATERTIGHT COUPLING oc a? c ROUND MANHOLE COVER W/H T 'Ln S < LOCKING BOLTS MARKED "DRAIN" PER CITY OF RENTON STD. PLANS, PAGE B035. EL. 433.91 c 1 z tR -ynJ - --- 2.5'CL ALn 6" MIN. OVERFLOW EL. 431.48 (MAX. WATER SURFACE) O m� 6" ELBOW W/ ORIFICE PLATE CL W I.E. (SEE RESTRICTOR F11 o DETAIL) 6" MIN.t �" 6" Q MAX. WELD ELBOW WITH _Y ORIFICE DRILLED /N Cx- 12 GA END PLATE ELBOW DETAIL NOT TO SCALE -JA/LHOUSE WINDOW BARS ® 4" O.C. L=0.80' L. 431.46 STANDARD STEPS OR LADDER PER CITY OF RENTON STD. PLANS, PAGE B035. ROUND MANHOLE COVER WITH >cy LOCKING BOLTS MARKED DRAIN" PER CITY OF RENTON STD. O PLANS, PAGE 8035. ° ` STANDARD STEPS OR \ / LADDER �\ 73' l a h ELBOW 8" CLEANOUT/SHEAR GATE TYPE 1I-60" CATCH BASIN ° 12" RESTRICTOR o v: N o � C � V Z � OUTLET OF TEE SECTION SHALL BE SMOOTHED WALL METAL PIPE WITH OUTSIDE DIAMETER 1/4" LESS THAN INSIDE DIAMETER OF CONNECTING PIPE ROUND MANHOLE COVER WITH LOCKING BOLTS MARKED "DRAIN" PER CITY OF RENTON STD. PLANS, PAGE 3035. EL. 445.20 - Hl- ----_- = ad ^a a I R CONTROL STRUCTURE NOTES 1. EXCEPT AS SHOWN OR NOTED, UNITS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS FOR CATCH BASIN TYPE 2, 54" MINIMUM DIAMETER. 2. FOR DETAILS SHOWING GRADE RING, LADDER, STEPS, HANDHOLDS AND TOP SLABS, SEE STANDARD PLAN "MISCELLANEOUS CATCH BASIN DETAILS". J. PIPE SUPPORTS AND RESTRICTOR/SEPARATOR SHALL BE OF THE SAME MATERIAL, AND BE ANCHORED AT 3' MAXIMUM SPACING BY 508" DIA. STAINLESS STEEL EXPANSION BOLTS OR EMBEDDED 2" IN WALL. 4. THE RESTRICTOR/SEPARATOR SHALL BE FABRICATED FROM .060 ALUMINUM STEEL, OR 0.64" GALVANIZED STEEL PIPE. ° IN ACCORDANCE WITH AASHTO M 36, M 196, AND M 274. GALVANIZED STEEL SHALL HAVE TREA TMEN T 1. 5. OUTLET SHALL BE CONNECTED TO CULVERT OR STORM PIPE WITH A STANDARD COUPLING BAND FOR CORRUGATED METAL PIPE, OR GROUTED INTO THE BELL OF CONCRETE PIPE. 6. THE VERTICAL RISER STEM OF THE RESTRICTOR/SEPARATOR SHALL BE THE SAME DIAMETER AS THE HORIZONTAL OUTLET PIPE, WITH AN 8" MINIMUM DIAMETER. 7. FRAME AND LADDER OR STEPS ARE TO BE OFFSET SO THA T- A. CLEANOUT GATE IS VISIBLE FROM TOP. B. CLIMP-DOWN SPACE IS CLEAR OF RISER AND GATE. C. FRAME IS CLEAR. OF CURB (IF ANY EXISTS). 8. MULTI -ORIFICE ELBOWS MAY BE LOCATED AS SHOWN OR ALL ON ONE SIDE OF RISER TO ASSURE LADDER CLEARANCE. SIZE OF ELBOWS AND PLACEMENT TO BE DETERMINED BY THE ENGINEER. 9. RESTRICTOR PLATES WITH ORIFICE AS SPECIFIED IN THE CONTRACT PLANS. OMIT PLATE IF FOR OIL POLLUTION ONLY. SPECIFIED OPENING TO BE CUT ROUND AND SMOOTH. 10. CLEANOUT/SHEAR GATE. -ALUMINUM ALLOY PER ASTM B-26-ZG-32A OR CAST IRON ASTM A48 CLASS 30B AS REQUIRED. -LIFT HANDLE EITHER SOLID OR TUBING WITH ADJUSTABLE HOOK AS REQUIRED. -NEOPRENE RUBBER GASKET REQUIRED BETWEEN RISER MOUNTING FLANGE AND GATE FLANGE. 12' OR 15' (SEE PLANS) / i 1/2" CSTC 2 1/2" cssc GRA VEL ACCESS ROAD NOT TO SCALE s' TOP 434.00 3 cnrrni ct A�7 nm_ � 0.2 L 0.50' MIN. ROCK (MIN. 4" FACE) OVERFLOW SP/L L WA Y DE TA /L NOT TO SCALE SECTION -MATING SURFACES OF LID AND BODY TO BE MACHINED FOR PROPER FIT HOOK CLAMPS (4) SPACED -FLANGED MOUNTING BOLTS SHALL BE 318" DIAMETER STAINLESS STEEL. EVENLY. SEE DETAIL BELOW 11. ALTERNATE CLEANOUT/SHEAR GATES TO THE DESIGN SHOWN ON DWG. D-27 ARE ACCEPTABLE, PROVIDED THEY MEET THE MATERIAL SPECIFICATIONS ABOVE AND HAVE A SIX BOLT, 10 318" BOLT CIRCLE' A � FOR BOLTING TO THE FLANGE CONNECTION. i 12. CLEANOUT GATE SHALL NOT OPEN BEYOND THE CLEAR OPENING AS SHOWN ON "MAX OPENING FOR GATE" ON DWG. BRO5 BY LIMITING HINGE MOVEMENT, STOP TAB, OR SOME OTHER DEVICE. =� EL. 430.07 OVERFLOW EL. 441.44 ORIVICE DIA. 3.25" (MAX. WATER SURFACE) ALUMINUM LIFT ROD, SECURE TO S7FP PER CITY OF RENTON ALUMINUM LIFT ROD, SECURE STD. PLANS, PAGE B033. N TO STEP PER CITY OF RENTON STD. PLANS, PAGE B033. 12" STAND PIPE 6" ELBOW W/ ORIFICE PLATE 0 _ \ EL. 440.69 STANDARD S7EPS OR LADDER 1' GROUT (TYP) OR114CE DIA. 3.50" 1' PER CITY OF RENTON MIN. MIN. 2" STAND PIPE STD. PLANS, PAGE B035. >z - 7 = z o n n O= o ° 12" OUTLET PIPE _ 12" INLET PIPE _ 12" OUTLET PIPE ` 12" INLET PIPE n (n i a ~<? 12" lE 426.01 -12" lE 426.01 12" lE 437.83 -- -12" lE 4JZ83 co V)Q o o N i N 5- CLEANOUT/SHEAR GATE " WELD 12 GA. BOTTOM PLATE O = FR DETAIL, THIS SHEET WELD 12 GA. BOTTOM PLATE _ 8 CLEANOUT/SHEAR GATE x M z W17H 1.15 0 ORIFICE, CUT -- - WITH 1.1070 ORIFICE, CUT PER DETAIL, THIS SHEET o w 0 0 ROUND AND SMOOTH /N = �E SUPPORTS: 3 x.075" ROUND AND SMOOTH IN PIPE SUPPORTS: 3"x.075" = PLATE. TACK WELD ALL A_UM/NUM OR 0.79" STEEL PLATE TACK WELD ALL Z ALUM/NUM OR 0.79" STEEL cn cn !SEE NO7E 3) AROUND. PAINT WITH ZINC SEE NOTE 3 AROUND. PAINT WITH ZINC PAINT. ( ) PANT. -60" CATCH BASIN TYPE 11-60" CATCH BASIN ® v N TYPE 11 o 3 0 N ga i a 4 2 CB 7, TYPE 1/-60" SOUTH POND) CB 35, TYPE 11-60" (NORTH POND) CONTROL STRUCTURE CONTROL STRUCTURE Lu - o SCALE: ? " _ SCALE: = 2' w J O U O q (n '� c� Li � = m Q SHEAR GATE NOTESLj 1. SHEAR GATE SHALL BE ALUMINUM ALLOY PER ASTM B-26-ZG-32a OR CAST IRON ASTM A48 CLASS 30B AS REQUIRED. O 2. GATE SHALL BE 8" OIAM. FOR PIPE 12 INCHES OR LESS IN LIFT HANDLE SHALL BE DIAMETER, 12" DIAMETER FOR PIPES GREATER THAN 127 . SIX EVENLY SPACED HOLES = ATTACHED PER MANUFACTURER'S J. GATE SHALL BE JOINED TO TEE SECTION BY BOLTING THROUGH FOR BOLTING TO FLANGE RECOMMENDA TIONS. FLANGE. CONNECT/ON.� 4. LIFT ROD. AS SPECIFIED BY MFR. WITH HANDLE EXTENDING TO z o ® o HANDLE WITH WITHIN ONE FOOT OF COVER AND ADJUSTABLE HOOK LOCK FASTENED z o_ ��R AN�r / = LOCK PIN. TO FRAME OR UPPER HANDHOLD. `" °F SEE NOTE 5 o ADJUSTABLE LOCK 5FATE SHALL NOT OPEN BEYOND THE CLEAR OPENING BY LIMITED g ? �� w HOOK WITH LOCK SCREW. . ' LLJ LEVEL LINE HINGE MOVEMENT STOP TAB, OR SOME OTHER DEVICE. / c c o 1 " ROD OR TUBING, 32 4 O I I VARIABLE LENGTH. 6. NEOPRENE RUBBER GASKET REQUIRED BETWEEN RISER MOUNTING m o� �Gi s ��v lJ FLANGE AND GATE FLANGE. Q CL �SSIONAL a �� k\(V 7. MATING SURFACES OF LID AND BODY TO BE MACHINED FOR PROPER EXPIRES C9 j C9/02 MAX/MUM OPENING =/T N FRONT T SIDE OF GA TE LIFT HANDLE Of g >- '> 8. FLANGE MOUNTING BOLTS SHALL BE 318" D/AM. STAINLESS STEEL. s Lj "0 W STAMP NOT VALID c Q UNLESS SIGNED AND DA TED SHEAR GA TE DE TAIL 9. ALTERNATE CL EANOU T/SHEAR GATES TO THE DESIGN SHOWN ARE ` ACCEPTABLE, PROVIDED THEY MEET THE MATERIAL SPECIFICATIONS o NO T TO SCALE ABOVE. w Z z J W L NO TES: i. DIMENSIONS ARE FOR INSTALLATION ON 54" DIA. L.B. FOR D''-FERENT DIA. L.B. S, ADJUST 15' T?P. DIMENSIONS TO MAINTAIN 45' ANGLE ON SEE NOTE 1� "VERTICAL" 3ARS AND 7" O.C. MAX. SPACING OF BARS AROUND LOWER STEEL BAND. TOP 434. DO MWS EL. 432.7511, 3/4" THICK x 4" WIDE LONG SMOOTH BARS WELDED TO UPPER AND LOWER BANDS. (24 BARS EVENLY SPACED. SEE NOTE 1) 3 4" DIA. SMOOTH BARS QUALL Y SPACED (4" O.C. MAX.) A �- 2. METALS PAF'TS• CORROSION RESISTANT, STEEL PARTS PROVIDE MA/NT. ACCESS BY WELDING(4) CROSS BARS TO (4) VERI7CAL BARS GALVANIZED' AS SHOWN. HINGE UPPER ENDS W/ FLANGED/ J. THIS DEBRIS BARRIER /S ALSO RECOMMENDED FOR USE BOLT AND PROVIDE LOCKING MECHANISM ON THE INLET OF ROADWAY CROSS -CULVERTS WITH (WITH PADLOCK) ON LOWER END. LOCATE HIGH POTENTIAL FOR DEBRIS COLLECTION (EXCEPT LADDER STEPS DIRECTLY BELOW. TYPE 2 STREAMS). SEC T/ON VIEW UPPEf 3/4" 45 LOWER STEEL BAND 3/ (HICK x 4" WIDE FORMt SMOOTH-j TO FIT IN GROOVE OF VER 17CAL RISER BARS - HOOK CLAMP - -CB RISER ANCHORED TO S1D. GALV. S7£f CB RISER HOOK CLAMP DETAIL A -A POND OVERFLOW STRUCTURE NOT TO SCALE RFLOW ELEVA770N ' PLANS TYPE ll CB AS -CONSTRUCTED WITHIN THE PARAMETERS LISTED BELOW, THESE ARE REVISIONS TO THE APPROVED PLANS FOR CONSTRUCTION AND REFLECT EX/STING FIELD COND1710NS AS OF JANUARY 23, 2002. THE HORIZONTAL POS/77ON OF MANHOLES, CATCH BASINS, AND SIDE SERVICE STUB MARKERS WITHIN THE PROPOSED R/GHT-OF- WAY WHICH VARY MORE THAN FEET FROM DESIGN LOCATION BASED ON A VISUAL VERIFICATION OF FEATURES OBSERVABLE FROM THE SURFACE, HAVE BEEN REVISED ON THESE PLANS. THE AS -CONSTRUCTED TOP AND INVERT ELEVATIONS WERE DERIVED BY FIELD VERTICAL PROFILE TIED TO THE PROJECT BENCHMARK AS SHOWN ON THE APPROVED PLAN SET. THE REVISED SLOPES BETWEEN STRUCTURES ARE CALCULATED BASED ON THE AS -CONSTRUCTED INVERT ELEVATIONS AND MAY OR MAY NOT REFLECT THE ACTUAL SLOPE OF THE INSTALLED PIPE. PE7ERSON CONSUL T1NG ENGINEERS DOES NOT CERTIFY THE ACCURACY OF THE INFORMATION SUPPLIED BY THE CONTRACTOR, EVEN /F SUCH INFORMATION /S INCORPORATED IN THESE PLANS 6 4 1\ J Y AJ 03� Ia, W m Q Z m O W Di w W a d �-- N CD 00 N \ r m o \ Y N O N V / L,J U CL Iz OO S J U Z O 2 Z O N Z oKo II W O U O v � Z w Q O N� N N O N O C� N O Z W to Z Lj c� z V~D a Z W L Z Z Y O N r� r� / c I n CD f Q C Q Q W o a cu a o c _ N o � L O U O u- 0 0 m W 2 a N 0 0 ID ti LLJ o W Q � W O U � ti J � � � U Q I � cl- cu 04 O N vI J vJ m 0 Q QQct Q w � w z W W J - N r O z 4 SEE SHEET 21 ° D �o D. INTERSECTION:— ° 32+ 10. 94 L YONS AVE NE 1�'+O.o- t. n °' ° D 44+00 d=45+00.00 NE 5TH ST ° D 4 �0 1D _ G D 40' 0 40'� SCALE. • 1 " = 40' 5Q0' ROW ! i 25' 25' ' r 1 16, 16, i I INTERSECTION: 30+38. 43 L YONS AVE NE! a i ! = 65+00.00 ACCES i ROAD i i ! ! 6 00 - Y ' ! i PT--30+31.58 I; ,f f e' y A "� ! D I ! i PC=29+49.65 5 / y/� ! , 9xo i +�� i �h _ PT=28+35.80 fig, ANN of hI co 't 3 23 9 �4 �S3IONAL EXPIRES 09/09/02 STAMP NOT VALID UNLESS SIGNED AND DATED 0 REMAINDER OF WORK TO BE COMPLETED WITH N THE CONSTRUCTION OF THE SIENNA PROJECT i`�60' o i N i aW 1 r i o IN TERSEC T7ON: 25439. 94 L YONS AVE NE =4+99.44 NE 3RD ST i 2-8 _ 1 ✓ f i -c- r -✓'f v s' - f jf✓j d'`✓,1� _`___ D _ ✓ {{ /f 'D° ° n ° D D D D. ° , ° , �- D D`Q t—, ° D p,' 1'�• ,•_+v°.Y�,/`.r.c_ -v- _._�!r ,'`'jr."---_' ' — r � i � D )J}(//�) S T d D D p D D a c o. D INTERSECTION: D ..a r�.,•• F✓ �, E � i i 1 \/ I C. D. 4. D - D D 4 .. � ° a D - D ° D —IUd D dD. 50+29.45 NE 5TH ST ° D _ D7+00 D� ° 84 p 48+00 D p R . D=61+15.14 NILE AVE NE ° Dg 49+00 D p D D ° ROW—_ ° 1_ D P Q D— `--� SO}+nOO ° 1 11 ° D J 14 D ° p -b--"---------D a ° S 33' � � � � ° D � � ... � � � D' L D. a ° 4Z - u D p ° b D - D. C D -� V+ ° xv r — 6+00 _ 7+00 --+-- ----- f_ — __� S88 23'10 E 370.96' i i + O ( N ! REMAINDER OF WORK i ! TO BE COMPLETED WITH I THE CONSTRUCTION OF i THE SIENNA PROJECT I ! 7+56.33 NE 3RD ST = 75+00.00 ACCESS ,ROAD 9+45.00—' 9+65.00 PT=9+76.56- 9+85. AS —CONSTRUCTED WITHIN THE PARAMETERS LISTED BELOW, THESE ARE REVISIONS TO THE APPROVED PLANS FOR CONSTRUCTION AND REFLECT EXIS77NG FIELD CONDITIONS AS OF JANUARY 2J, 2002. THE HORIZONTAL POS177ON OF MANHOLES, CATCH BASINS, AND SIDE SERVICE STUB MARKERS WI THIN THE PROPOSED RIGHT—OF—WAY WHICH VARY MORE 77-IAN FEET FROM DESIGN LOCATION BASED ON A VISUAL VERIFICA77ON OF FEATURES OBSERVABLE FROM THE SURFACE, HAVE BEEN REVISED ON THESE PLANS THE AS—CONS7RUC7FD TOP AND INVERT ELEVA77ONS WERE DERIVED BY FIELD VER77CAL PROFILE 77ED TO THE PROJECT BENCHMARK AS SHOWN ON THE APPROVED PLAN SET. THE REVISED SLOPES BETWEEN STRUCTURES ARE CALCULA7ED BASED ON THE AS —CONSTRUCTED INVERT ELEVA77ONS AND MAY OR MAY NOT REFLECT THE ACTUAL SLOPE OF THE INSTALLED PIPE. PE7FRSON CONSUL 77NG ENGINEERS DOES NOT CER77FY THE ACCURACY OF THE INFORMATION SUPPLIED BY THE CON7RACTOR, EVEN IF SUCH INFORMA 77ON IS INCORPORATED IN THESE PLANS Q11+15.96 16.00' LT Q55+51.01 D 10.00' LT ® HIGH POINT EL. 438.22 ,6--75 50'36" R=35.00' L=46.33' t + ' INTERSEC770N: !. .. .. 11+60.97 NE =55+06.00_NILE,AVE NE.' ' 9 2 j ( STA. TOC A 54+49.01 N 1 1 438.67 10.00' LT �' . •':; 2 438.70 ® 11+15.98 i ' I 3 438.47 16.00' R T A�222952" .' �.�� 438.14 © HIGH POINT R=35.00' i 5 JZ84 EL. 438.22 ! E L=13.74'. R= 35.0038 (T YP.) 6 �� L=8.64 wz W U i w zz m 0 w IL a a U � o r a 0 x oo N +;c L� o Q C N a � oc 00 C) Lij V 0- zz d ® � w Z L.0 sZ:� xI F� �o Ej N 0 O S J �U lz Za 0 v _ Z Z OOU O U 7 Ln w z a z U V N � U N O Oj o 0 N o z < w Li z L-1 Li 0LL- c� z V) cn Q z w s� y N � O = ULLJ a 4 ry (f) v) v v) n o Q Q C Q n < W o a CD�O \ O W 0 Q W w ^ Li = m a Q d z t-- ", N ' Li O O cu [`r U z = � z W O (� q w � z o � L U 3 co C U q a W W 04 0 wv)�w w Q w Z J W z Ii 40' 0 40' SCALE: 1 " = 40' TEMPORARY PUBLIC ACCESS EASEMENT CTR. CUL STA. 39+ CR-A 13 STA. TOC 1 447.54 2 448.13 3 448.69 4 449.07 5 449.10 I I I 1 .6--2230'00"- R=35.00' L=13.74' (Typ•) ® HIGH POINT TOC 449,1. �80 56 03 R=35.00' L= 49.44' 45 © HIGH POINT M LOW POINT TOC 445.98 TOC 444.95 ,6--074732" 6--6730'J9" R=35.00' R=35.00' L=4.76' L=41.23' 46 CR-A 1 STA. TOC �22 30'00" 1 445.94 2 445.84 R=35.00° L=13.74' 3 445.21 (TYR) 1 4 444.95 1 5 445.04 6=90 00,00" AA44+49.00 I L=54.98g 33.00' L T ®32+78.94 16.00' LT CR-A 14 STA. TOC 1 449.10 2 449.41 3 450.05 4 450.76 5 451.25 4 -- - - p1> C>p. - .D.°- a -p D D D D D GD �1 3+00 > '� o D D p D d aD D D1. G INTERSECTION: -ram - f--- 44+00 a D D D e ° p75 �0 32+ 10. 94 L YONS AVE NE 1 D a D D o - -- ------F- -D -=45+00.0a NE 5TH ST 46+00 o cD e D -47+00 4 , a. D' D� � D a �D d -�D ° D -_ . °D_- D pD ° - D D D : p C On C D a. DD p D p 1-- p -- E• - T D p d .f t' i ------------- 5 47 -- F1444.57 A4 �223oo0 '� 3 �2230'00" P 7 TOC R= 35.00' 2 I 4 ' R= 35.00' ' li R ®A J L=13.74' ro- • L=13.74 STA. TOC 2 444.96 (TIP) 5 (TYP.) 1 447.68 3 445., d 2 j 2 447.18 4 445.96 �90 00 DO � G�9000 00" � R=35.00 3 446.15 R=35.00 i 4 445.71 5 445.94 L=54.98' p L=54.98' 5 444.57 31+42.94 © HIGH POINT i D 16.00 L T EL. 445.50 45+51.00 � ,q o 33.00' R T i 44+49.00 -78'14 00" o ADR=35.00'.. ®31+42.94 33 00 RT L=47.79' ° "� I 16.00' RT STAMP NOT VALID { I 1 UNLESS SIGNED AND DATED SEE SHEET 20 TIT C T U (STORM DRAINAGE) NE 4 th PL (PR/ VA TE) I AS -CONSTRUCTED WITHIN THE PARAMETERS LISTED BELOW, THESE ARE REVISIONS TO THE APPROVED PLANS FOR CONSTRUCTION AND REFLECT EXISTING FIELD CONDITIONS AS OF JANUARY 23, 2002. THE HORIZONTAL POSITION OF MANHOLES, CATCH BASINS, AND SIDE SERVICE STUB MARKERS WITHIN THE PROPOSED RIGHT-OF-WAY WHICH VARY MORE THAN FEET FROM DESIGN LOCATION BASED ON A VISUAL VERIFICATION OF FEATURES OBSERVABLE FROM THE SURFACE, HAVE BEEN REVISED ON THESE PLANS THE AS -CONSTRUCTED TOP AND INVERT ELEVATIONS WERE DERIVED BY FIELD VERTICAL PROFILE 77ED TO THE PROJECT BENCHMARK AS SHOWN ON THE APPROVED PLAN SET THE REVISED SLOPES BETWEEN STRUCTURES ARE CALCULATED BASED ON THE AS -CONSTRUCTED INVERT ELEVATIONS AND MAY OR MAY NOT REFLECT THE ACTUAL SLOPE OF THE INSTALLED PIPE. PETERSON CONSULTING ENGINEERS DOES NOT CERTIFY THE ACCURACY OF THE INFORMATION SUPPLIED BY THE CONTRACTOR, EVEN IF SUCH INFORMATON IS INCORPORATED IN THESE PLANS -.- -o,°r-,r � �, > � � 7., f /. f�---. - d pp D D G d C r � � K�-L`_ INTERSECTION: t� ° D G D 84 ` 48+00 D D ° D D ° D D b D o 50+29.45 NE 5TH ST ° n ROW ' T- -D - F--D -D ° 4D9d+00� oP. D D. ° ° > 50+00 Gr,=67.75.74 NILE AVE NE D G D -_ D RECOMMENDED FOR APPROVAL DA TE.• DA TE.• DA TE- DA TE: DA TE- IMP-a2-03`1 �--- C\I ® 00 N \ �N \ cfl Q� Y Z f o � < C/ o V✓ a z 0 (� � a 0 cJ O U n n n pNN O W o n Z W U In, L_L_I Q�ry � `J O Elf � z w rL ly W a a C r w �Q 00 N F_ ro `Q�CN �v NN a 00 GO 77 N N V o Z Z IL ® J w Z LLLJ Q m < o �Z 0 f�o x J Z �U O 2 v Z 8O N Z II U U Vi 00 a z o r 4 �o az !L_N v v v 0 0 N o °' o z w (i ca Z C� C� LZ z w w Q z V) v~i W o UJ zre Z 3 o J w C x U m Q 8 0 ry Q Q Q W o cli a 0 0la o w 0 ac/l w J � w ,^ v! M Q W Q D n N 0 0 N 0 N z Q z Z 0 Li LLJ Q W O � U � N cr, W Q n cl- cd J LL. � p N U• I 5 o �. n w &<� Q w Li L :7 L. 0 W u z J a�� E r;= rc7tk n3 rF= rF= 65)3 TP \` X CLFNC l ✓ GAT POST \ \ \ '.•4' - 1_ ` 28 7i' \ f ✓ �F'/M --- CLFN.- - - -' - - - _-- GUY - - - - - - - - _ - - �, t_.. _ - - MENX' -/ ' _ y -- OH f (' TT r H y �---� �-._:.-ter -- _ _ ` � ��' 4 4 ON - sw _ 35 5 . �✓B - - - _ G An rr GT--sUDUCT CP ° D D. .G°T �D op a ° K=jS --u- D D ---{--f-p;- ✓ ; OH S_e - '.- , - wv UPUGr U_TH DP /= T M'SSMH # 0A( V-� UG.T UGr / 44+®O .. P D. P P ° Uta r _ - ° 45 CPO D. / . g. /C� (Aj (/f�/ a`q� T ° / ° "-� ass ° ,s�--- -=D ss. - P o .D. STA. 50+23.37, 15.07 -- U r u 'T / d Nam/ O t H v V A D p D D D !� �' e D D ° P D ass ----�- -_ Q S f?lM 454; 39 / P D TMH D P \ 1C= ¢ D - .--- -SSMH 7-+- ° - / ° ° EX. SSMH 1497 D D PD7+00 D' o J 20" lE 438.92 (E W) SS D STA. 44+92.50, 17.59 LT° D _O p.-----�.-. .-�:. - 84' ° DD r� D D48-1-©0 ° D ° D D. / ° D---_��'.-. S SS" \ STA. 43+60.83, 17.52 LT D.. p \ Oo ° EX. SSMH 1507 c a> - D 12" lE 438.92 N c� g .. D a - - - -a - c - c G ° : � INTERSECTION.- D - -o -f-- - - ° .. p • p D ° D D . R/M 443.32 D D a �(--�'-__ C -- G-��-- -- STA. 46+91.08, 17.68 LT e aD-°n --_� - 50%(g0 1(� 11 / �i� / 20" IE 428.25 (E, W) . e" a 32+10.94 LYONS AVE NE c c- RIM 448,50-= s ° D.D . p OW D P °. G- -a -- G �a D ° D p a- br,' U T- 45+00.00 NE 4TH ST ,. ' D DPP/20" IED 433.30 (E, W) D P . D -- -- G -a=- -_ c ..p• . g G °14, ✓ ✓ - - - r- _ T D D D a D . ° . ` r' \ e ° INTERSECTION: ' o D P D _ - 1�--�- �x i ° -D_ -•-;�- -- ._ - - _ _ r d,, Ur,r' T(irt- __ -rd�- Usr7T'h< iJ --ii° P 'e \ t 'p D .. PP55 0+29.45 NE 4TlrD40> 0 40'44a -----a D P e D e p 6 NE, G D 1 + NILE AVE N D D Ur` D ,r SCALE. • 1 = 40 r D PP ,, 3 _ '--- r ;.-..-__..�L _ �\ r------- - +�=� - - - - - - _ T , -- _ _ KING COUNTY DRAlNAGE� f \ ` \ - ---JJJ--- _ J \ f EASEMENT (8706230525)ok I co �; > -_-T� - ----=z-- - -' •'. �i�. -` OH' . OH i I, \ 1 II ®I I I I ., II I I ( I - 21 7 50'ROW I- } I I I - � NNTY DRAINAGE EASEMENT(8706230525) x8" CLEAN -OUT _ I I I\ I I (8706230526) I I I i I I I ► i I� i,' TRACT Rl, - - - - - - �° I27 I I \ ( I I ` 1 I 1 I (ROW DEDICATfON) 1 ------ °� I I I 2� I '1 1 I 10 1 1 9 1 I 8 1 I 7 i I I I I \ I I INTERSECTION: I I I 1• j o' -- 30+38.43 LYONS AVE \� I I I BSBL I I I i I 1 •'.o• . • . -'.' - I , I • I I II I ,Ili � h0.00 A-CC-ESS- R-OADI SSMH 522 65+0(�) !----- J - _ - -J +4762, 5.00.111 LOTS'8-11, 24-27 T- ---- ' Tl -EASEMENT ( ' t : • -:�: jj j!f! I j 3 8 CLEAN OUT I 0+ 11 N . o - A t I o 67+00 6 0 69+00 - - -- - - _ I 1 369'-8" PVC I �L VC �40 D`f -i - --- - - - - - - _ _ f J p SSMH 6.�- I 26 PRIVATE ACCESS 1 f STA. I30+30,78, 5,00' LT I ( AND PUBLIC UTILITY 1 Z l I EASEMENT I ! I I\ \ I J. W' 24 } I 25 i. 10,I UTLITY 1+86uj EASEMENT °. ,. '��- / A �� I I � �� I °!� I f(TYP.) /\ T`� I I I /-------------;--_ 1+77 L- _ s 4. I SEE RENT - / . • w c , \ "x , p 1 ON STANDARD PLANS SANITARY 'El? �.,�;'/'•0 s Gw / ` 8 114' I ! " N \ SANITARY SEWER MANHOLE B071 f /J� 9 cw r+15 I I c MANHOLE FRAME AND COVER B074 4 / c- - - - ----- 1cj�cw ------ f -<807� TRACTCLEAN-OUT o°Gw sw-----19'cw (NGPA) -- 1 03o. ' fI r �. zclw'v'*0 J10' UTILITY w �e:&EASEMENT 12 CW '22"CW D 1 \ '. ' • 1. f 14 (rYP.) I a. I 4 i - 8 A% I I i I ,I) I 1 ; . , •1. w a si hD/SIURBANCE Its cW ° 4 �c } 0+48 D 10+45 I . 1s�C - L&ITS (T1P.) '" I I `--------�� I--- - / I / /T AV T 5.I A' PoCw"I j �f/34 £ 35'Cw 41 OPEN SPACE LANDSCAPE t a 12'A .�' / f I \ 2D D s I , . ':: '.. ' . ' ° E 0 _ \ 23� / I I I , '� I I AS CONSTRUCTED I , � . -� 6" PVC SIDE SEWER• • '.b• • � 18 lomcw I SSMH 3 SSMH 4 - s=o.o20o MIN. (TYP.) ,I �. fl. ,: '. �D .j, WITHIN THE PARAMETERS LISTED BELOW, THESE ARE REVISIONS TO LOCATE AS SHOWN \ I STA. 17+00, 00, 5.00' L T (' . ' ,tr I i THE APPROVED PLANS FOR CONSTRUCTION AND REFLECT EXISTING - - -'''.:' ..:.: ' i` FIELD CONDITIONS AS OF JANUARY 23, 2002. THE HORIZONTAL POSITION {; , CATCH BASINS AND SIDE SERVICE STUB i - 60 'R�JW �A I I7/' �/ I --- - -, -- ,ti 1 .. 1+80 I 3 I ,I OF MANHOLES �-•'.�-�k .' • : �'�: - , B MARKERS --=.---- W1TH/N THE PROPOSED RIGHT-OF-WAY WHICH VARY MORE THAN FEET FROM DESIGN LOCH T10N BASED ON A VISUAL VERIFICATION ----- -- OF FEATURES E TURES OBSERVABLE FROM THE SURFACE HAVE REMAINDER OF WORKS I I 2¢' PRIVATE AccEss I (.. BEEN REVISED ON THESE PLANS THE AS -CONSTRUCTED TOP AND INVERT TO BE COMPLETED WITH I N I i PUBLIC UTILITY 1 I 42' ROW �� --�� - 1 `60'' ROW ry 'f THE CONS RUC "ON OF 3 10�Cw'I �r` J f r EASEMENT - I 5 I ( ELEVATIONS WERE DERIVED BY FIELD VERTICAL PROFILE TIED TO THE THE SIENNA PROJEC" /I I I I _.-_ _ F I , / ; I I 1 I I ' •..: • .' • . ..' I PROJECT BENCHMARK AS SHOWN ON THE APPROVED PLAN SET. THE arnotio`"r� i 19 I , , I _ _ �6 I I 2 I :.I' REVISED SLOPES BETWEEN STRUCTURES ARE CALCULATED BASED ON THE I I If AS -CONSTRUCTED INVERT ELEVATIONS AND MAY OR M � � V � I � I � I I s� , A Y NOT REFLECT �. i ( 1 JolcW I �, I 1 L'.. . I THE ACTUAL SLOPE OF THE INSTALLED PIPE. PE7ERSON CONSULTING \ TRACT I I *' ' I I V } } f _ 1 I 1+09 I I , ENGINEERS DOES NOT CERTIFY THE ACCURACY OF THE /NFORMA iION 1 I. M / (STORM DRAINAGE) I __ ,+20 1+22 I \ I , D - - - - - - ( SUPPLIED BY THE CONTRACTOR EVEN IF SUCH INFORMATION IS L--------1 I j cw w� i I i _ -- -- INCORPORA TFD IN THESE PLANS 1 I v, Ic 70' PUBLIC q a ` -SANITARY SEWER I o!I I I EX. WA TERIEASEMEN® T 17 ''-`----424 l rN1rt I I 1 42s I 1 i I T �.. BSBL 1 zz:_ - \ - 43 , (Typ) INTERSECT/ON: c - -- -` �t32 ---� _ I 1 _-� , I'•' •' ''•'• 0-i-4:� I -- - -- .� � _'. •.:.. •'. 11 +60.97 NE 3RD ST = _ I 25+39.94 LYOhSAVE ti� ? = f--------�0+41 ° 4+99.44 NE 3RD ST fw ", �- \ , D D eD 00 NILE AVE 55+00. NE ' . - - " 200 � / 6+00 ` -- _ - - --_ ;$., - .. �� -„ 00 50' 11+00 - old--r----'-� 40' 7+00 � •� _ 1 _-- 164 -8 PVC-ROl^/ - W c :. \tee �' --�- ------ -f -- W-� - a 8+00 9+00 "PVC = �,.®a. ®4� s ®� �� ® - : :'-' - - - ��SSI ONALyG�� oo f ! HWFNC x X _ ®® . a ® fil �` 1 •. 1 1 I INTERSECTION: HWFNC SSMH 2 �` a 1 7+56.JJ NE JRD ST _ STA. 8+63.21, 9.61' RT INTERSECT7ON: EXPIRES 09/09/02 \ N 1 WORK 75+00.00 ACCESS ROAD 10+00.00 NE 3RD ST = SSMH�`A �� A .r.. ,:•..- STA.S11+63. 0, f REMAINDER OF i ( ( 00, 4.00' R T t 15+00.00-MORGAN AVE NE STA. 10+00.00, 4.99' RT (LANDSCAPE) ! RIM 438.78 STAMP NOT VALID 1N� ` THE CONSTRUCTION OF I' '. , '.: '. ! 1 8„ /E 430.81 (IN) A TO BE COMPLETED WITH _ LOTS 18-20 - 7, 8 /E 430.71 (OUT) UNLESS SIGNED AND DATED 8 "' i0� i t THE SIENNA PROJECT _ E �' 1'd' CTR. CHANNEL lE 430.42 I 60-A-\ i �► N I— 0 '®rs W M oro Q j N o a c ) I cn to C3 v J U n n 04 0 Z W n o QU —1 W (1 W Q 0 ry ry O Q in � U V) w W a w a G N C)c DO N o cil n Do oc N N 7�_ Y N di V F_ Z - a O _j J f u.w Z L Li O QV m m m� m o 0 U U 0 o II Z Z g, N Z Ci :� 0 U z a boa z coa o 4- O U N 0i O 2 N o z < W V) w J C? z W 0 W (� W W z W o� s� o� a w Z 2 Y W O [V 0 {N a o U d a4 0 cr) V) C/� cI�n QQQQ'Q n W o Q N CN o a- LLJ U V Q U U L� q (n 1 � �. ryry�� of T�T Q a v f-- W o �0 N 0i W Z U Q CL Z w O cn z W a U z � i Lo� m � W W cv Q z a 0 V) LLJ WI U' o > Cc) 1 ccn > � Ld v�' LLj Q cr 0--_ Lij a W z � J 1 / J \_ 1 rr.mnn n nv 40' 0 40' r-' f I \j Q ;�lff a � � sy, j i ! r10N I ! I I! I Q I Q Q RECOMMENDED FOR APPROVAL a DA TE: DA TE: 6 Q DA TE: I Q DA TE.• 1 DA TE: �I 9 p ucT----a—_bucr ss n D - 1 443- 00 ° 14 `EX #1497 p STA. 43+60.83, 17.52' LT N, RlM 443_32�- G D iR �� \ �- �20" IE 428.25 (E, W) ; =-� f- ' l A _ t f 3 3 Is �SSIONAL EXPIRES 09/09/02 �V►""�� \ i STAMP NOT VALID UNLESS SIGNED AND DATED \ — — — �7 HWFNC HWFNC — — — — 4 AD 1 \ 7- -4- — - -- 40 39' 38 37 i 36 35 --3-4 SSMH 11 --o IIIiI t1 SSMH \ 12LOCATE AS SHOWNI VLIINCTION: ;LOCATE AS S—HO1 ----=-— —— 7+3 4LYONSAVENE 25 NE 5TH ST-- N — — -® I to 4 p 41+00 0 __ 1'�' A 11 Z2 /��, {{,,,, — 42+00o N .,_ 5t / S,T + N 8 � �� ' 1 I 5' . 43+ 0 34 ROW t __ + �0 I'� _166'-8" PVCi — , PRI VA TE ACCESS I 1 I 8" CLEAN -OUT' ° � " AND PUBLIC UTILITY EASEMENT 15' SEWER & /----- n s --- r ---- i ACCESS ESM'T i ,j _ SSMH 10 / 1 / SSMH 9 I I - - — — —STA. 43+00A0, 7 50' RT l s l / I STA. 41+33.75, 7.50' RT 6" PVC SIDE SEWER ` "S=0.0200 MIN. SSMH 8 STA. 35+00.00, 7. I 43 I. I rI rBSBL /TYP SEE SHEET 22 f ' i 1. !' • •,.- •1 1 e• � OH -- -z,9 TBM "A" AS—CONS7RUr. rFD WI THIN THE PARAMETERS LISTED BELOW, THESE ARE REVISIONS TO THE APPROVED PLANS FOR CONSTRUCTION AND REFLECT EXISTING FIELD CONDITIONS AS OF JANUARY 23, 2002. THE HORIZONTAL POSITION OF MANHOLES, CATCH BASINS, AND SIDE SERVICE STUB MARKERS WITHIN THE PROPOSED RIGHT—OF—WAY WHICH VARY MORE THAN FEET FROM DESIGN LOCA 77ON BASED ON A VISUAL VERIFICATION OF FEATURES OBSERVABLE FROM THE SURFACE, HAVE BEEN REVISED ON THESE PLANS THE AS —CONSTRUCTED TOP AND INVERT ELEVATIONS WERE DERIVED BY FIELD VERTICAL PROFILE TIED TO THE PROJECT BENCHMARK AS SHOWN ON THE APPROVED PLAN SET. THE REVISED SLOPES BETWEEN S7RUC7`URE5 ARE CALCULATED BASED ON 774E AS —CONSTRUCTED INVERT ELEVATIONS AND MAY OR MAY NOT REFLECT THE ACTUAL SLOPE OF 774E INSTALLED PIPE. PE77=RSON CONSUL 77NG ENGINEERS DOES NOT CER77FY THE ACCURACY OF THE /NFORMA77ON SUPPLIED BY 174E CONTRACTOR, EVEN IF SUCH INFORMA77ON /S INCORPORATED IN THESE PLANS I z z w 0 m 0 U H 1{' i� W U Q d to a a a /N" z z w 0 m 0 U SN O I w 0 z m 0 V) w d af w d a IL w F- Q H O J a Z Ld 0 o u / V1 r 0 r \ Q z N pY `7 O Z (l 9m s�( cl- W . S' cn v s 00 0 (c) N V1 0] U n n n Np v i W O J W a 0 z z w o n L1J z � Q 0 >- � Q � z U Q /Q C / V) W a a d �=CN�cm � NJ�0oocN < C) ,` � Ln ti 0 U: N f N N oG oG ct X, O41 c� C = W Q V V Z 0 IL (C) CG � Lu Z uInu J U Z Z O d 3 4J zz 2 a z O U z Q cu C� N CD O N O Q W } V)Ld W LL z Li W Z li V) w w O cd z ][ O N V) O i U asa Q QQ� O m O ( ) ry Q V Wal Q Q Q In LL a o0 N Li w a o \ H a d L N m w �-` w _ Z Q 450 440 430 42C ti 0 cu ID CUE z 0 ��g RECOMMENDED FOR APPROVAL wAN� B y _ L: Li W By �.�TE• d ,i�1 STEg�9 B y A TE &Lij Ql<�- `rSI OVAL 'U B y rE: cu W EXPIRES 09/09/02 N 0 m � By SATE. _04 w STAMP NOT VALID Q UNLESS SIGNED AND DATED (v •— O w Q a J z Z � J 15+00 16+00 17+ 00 18+ 00 19+ 00 20+00 O 450 44C MORGAN A! VE NE SCALE: 1 "= 4 ' HOR/ Z 1 5' IERI• i - 46 EXISTING GRO ND (TIP.) -- I I j i ------------- 276' — 8" f VC S= 0. 0049 J,-- - -- - -- — —i -- - ---- - SMH 12 SSMH I3' LOCATE TOP PER PLAN 459.52 LOCATE PER TOP 453.3� PLAN 8" 8' lE 446.44 (IN) lE 446.37 (OUT) ! 8" lE 447..'9 (OUT) 4A SSMH12-S MH13 SCALE.- 1"— 40' HOR/Z 1 "= ' VER T. rI� J ❑/ $50 art u1J 420 WI THIN THE PARAMETERS LISTED BELOW, THESE ARE REVISIONS TO THE APPROVED PLANS FOR CONSTRUCTION AND REFLECT EXISTING FIELD CONDITIONS AS OF JANUARY 23, 2002. THE HORIZONTAL POSITION OF MANHOLES, CATCH BASINS, AND SIDE SERVICE STUB MARKERS WI THIN THE PROPOSED RIGHT-OF-WAY WHICH VARY MORE THAN FEET FROM DESIGN LOCATION BASED ON A VISUAL VERIFICATION OF FEATURES OBSERVABLE FROM THE SURFACE, HAVE BEEN REVISED ON THESE PLANS. THE AS -CONSTRUCTED TOP AND INVERT ELEVATIONS WERE DERIVED BY FIELD VERTICAL PROFILE 77ED TO THE PROJECT BENCHMARK AS SHOWN ON THE APPROVED PLAN SET. THE REVISED SLOPES BETWEEN STRUCTURES ARE CALCULATED BASED ON THE AS -CONSTRUCTED INVERT ELEVA7ONS AND MAY OR MAY NOT REFLECT THE ACTUAL SLOPE OF THE INSTALLED PIPE PETERSON CONSULTING ENGINEERS DOES NOT CER7IFY THE ACCURACY OF THE INFORMA7ION SUPPLIED BY 77-IE CONTRACTOR, EVEN IF SUCH INFORMATION IS INCORPORATED IN THESE PLANS L z z w 0 m 0 N8 O I w zz m O U) r S R z z w 0 m 0 U W md' Q O Z m O Fd- Ln { W H Q 0 O J d 3 MORGAN PLACE II NE1/4, NE1/4, SEC. 15, CITY OF RENTON, KING LOTS 21 AND 22, MORGAN PLACE, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 205 OF PLATS, PAGES 68 THROUGH 77, INCLUSIVE, IN KING COUNTY, WASHINGTON: TOGETHER WITH THAT PORTION OF VACATED LYONS AVENUE NORTHEAST, (WHICH WAS VACATED PURSUANT TO CITY OF RENTON ORDINANCE NUMBER 4958, RECORDED UNDER RECORDING NUMBER 20020404000988), WHICH ATTACHED THERETO BY OPERATION OF LAW. DECLARATION: KNOW ALL MEN BY THESE PRESENTS THAT WE THE UNDERSIGNED OWNER(S) OF INTEREST IN THE LAND HEREIN DESCRIBED DO HEREBY MAKE A SHORT SUBDIVISION THEREOF PURSUANT TO RCW 58.17.060 AND DECLARE THIS SHORT PLAT TO BE THE GRAPHIC REPRESENTATION OF SAME AND THAT SAID SUBDIVISION IS MADE WITH FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF THE OWNER(S). IN ESS WHEREOF WE SET OUR HANDS AND SEALS. ORGAN COURT IN ESTORS, LLC A WASHINGTON LI ITED LIABILITY COMPANY A,CKNOWI_Fr FMFNT(z STATE OF WAS++Md>ai'O'N DRF&-`t� COUNTY OF WA:5t l! 06T4�11 - I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT RIICbar,4_T.-cpIt--- ____ SIGNED THIS INSTRUMENT, ON OATH STATED THAT (HE/SHE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE VULUNTARY AC Or SUI.H PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED_�� SIGNATURE OF OFFICIAL SEAL NOTARY PUBLIC'-` — RENEE M. MARTIN -- NOTARY PUBLIC-OREGON PRINTED NAME_tY f �I_Mar-E ►Il COMMISSION NO. 350778--------- MY COMMISSION EXPIRES OCT. 11, 2005 TITLE MY APPOINTMENT EXPIRES T. 23 N., R. S E., W.M. COUNTY, WASHINGTON goguagow pj�sjm;4 ig EXAMINED AND APPROVED THIS n DAY OF J U N E -, 20DZ. ---Z'l -- ADMINISTRATOR Ot fHE/L'ANNING/BUILDING/PUBUC WORKS DEPARTMENT KING CQUNTY DEPARTMENT OF ASSESSMENTS: EXAMINED AND APPROVED THIS 0_7 . DAY OF 204E -�C'=--zv6llda 1,46r, — KING COUNTY ASSESSOR DEPUTY KING COUNTY ASSESSOR 5( 3-720-- Q2-K) C220 I HEREBY CERTIFY THAT THIS SHORT PLAT OF MORGAN PLACE II- _ IS BASED UPON AN ACTUAL SURVEY AND SUBDIVISION OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., THAT THE COURSES AND DISTANCES ARE SHOWN CORRECTLY THEREON; THAT THE MONUMENTS WILL BE SET AND THE LOT AND BLOCK CORNERS WILL BE STAKED CORRECTLY ON THE GROUND AS CONSTRUCTION IS COMP- LETED AND THAT I HAVE FULLY COMPLIED WITH THE PROVISIONS OF THE PLATTING REGULATIONS. PROFESSIONAL LAND SURVEYOR CERTIFICATE NO. 35145 MEAD GILMAN k ASSOCIATES P.O. BOX 289 WOODINVILLE, WASHINGTON 98072 PHONE: (425) 486-1252 RECORDING CERTIFICATE FILED FOI CONFORMED COPY DIVISION 20020607900006 CITY OF RENTON SPM 65.00 PAGE 001 OF 003 06/07/2002 16:10 MANAGER KING COUNTY, WA JOB NO. 01102 SHEET 1 OF 3 S� f - oa -o�lw-1 MORGAN PLACE 11 NE1/4, NE1/4, SEC. 15, CITY OF RENTON, KING 1. SUBJECT TO AN EASEMENT AND THE TERMS AND CONDITIONS THEREOF GRANTED TO KING COUNTY FOR UTILITIES AND DRAINAGE FACILITY RECORDED JUNE 23, 1987 UNDER RECORDING NUMBER 8706230526 (SAID EASEMENT SUPERSEDES INSTRUMENT RECORDED UNDER RECORDING NUMBER 8704060410). 2. SUBJECT TO COVENANTS, CONDITIONS, RESTRICTIONS, EASEMENTS AND LIABILITY FOR ASSESSMENTS CONTAINED IN INSTRUMENT RECORDED FEBRUARY 28, 2002 UNDER RECORDING NUMBER 20020228001892. 3. SUBJECT TO COVENANTS, CONDITIONS, RESTRICTIONS, EASEMENTS, NOTES, DEDICATIONS AND SETBACKS, IF ANY, SET FORTH IN OR DELINEATED ON SAID PLAT OF MORGAN PLACE. 4. SUBJECT TO THE TERMS AND CONDITIONS OF CITY OF RENTON ORDINANCE NUMBER 4612 RECORDED JUNE 21, 1996 UNDER RECORDING NUMBER 9606210966. 5. SUBJECT TO LATECOMERS AGREEMENT BETWEEN THE CITY OF RENTON AND CENTEX HOMES AS RECORDED UNDER RECORDING NUMBER 20000420000998. 6. SUBJECT TO THE RIGHT OF KING COUNTY TO MAKE SLOPES FOR CUTS OR FILLS AS GRANTED IN DEEDS RECORDED UNDER RECORDING NUMBERS 5761687, 5821507 AND 5861231. EASEMENT PROVISIONS & COVENANTS: AN EASEMENT IS HEREBY GRANTED TO THE CITY OF RENTON, PUGET SOUND ENERGY, QWEST, A CABLE T.V. COMPANY, AND THE OWNERS OF ALL LOTS WITHIN THIS SHORT PLAT, AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS, UNDER, OVER AND UPON THOSE EASEMENTS DESIGNATED AS "10' SIDEWALK AND PUBLIC UTILITY EASEMENT", AND "10' PUBLIC UTILITY EASEMENT", SAID EASEMENTS BEING DELINEATED ON THIS SHORT PLAT, IN WHICH TO INSTALL, LAY, CONSTRUCT, RENEW, OPERATE AND MAINTAIN UNDERGROUND CONDUITS, PIPELINES, CABLE, AND WIRES WITH THE NECESSARY FACILITIES AND OTHER EQUIPMENT FOR THE PURPOSE OF SERVICE TO THIS SUBDIVISION AND OTHER PROPERTY WITH ELECTRIC, TELEPHONE, GAS, CABLE T.V. SERVICE, SEWER, WATER AND DRAINAGE, TOGETHER WITH THE RIGHT TO ENTER UPON THE EASEMENTS AT ALL TIMES FOR THE PURPOSES STATED. THE OWNER(S) OF THE LAND EMBRACED WITHIN THIS SHORT PLAT, IN RETURN FOR THE BENEFIT TO ACCRUE FROM THIS SUBDIVISION, BY SIGNING HEREON, COVENANTS AND AGREES TO CONVEY THE BENEFICIAL INTEREST IN THE NEW EASEMENTS SHOWN ON THIS PLAT TO ANY AND ALL FUTURE PURCHASERS OF THE LOTS, OR OF ANY SUBDIVISION THEREOF. THIS CONVENANT SHALL RUN WITH THE LAND AS SHOWN ON THE PLAT. T. 23 N., R. 5 E., W.M. COUNTY, WASHINGTON GENERAL NOTES: 1. INSTRUMENT & PROCEDURES: A 5" ELECTRONIC TOTAL STATION WAS USED FOR THIS FIELD TRAVERSE SURVEY. ACCURACY MEETS OR EXCEEDS W.A.C. 332-130-090. 2. ALL LOT AND TRACT CORNERS SHALL BE MARKED WITH 1/2" REBAR AND ORANGE PLASTIC CAP STAMPED "MEAD GILMAN & ASSOCIATES 29276 32434 36811 35145". 3. ALL BUILDING DOWN SPOUTS, FOOTING DRAINS, AND DRAINS FROM ALL IMPERVIOUS SURFACES SUCH AS PATIOS AND DRIVEWAYS SHALL BE CONNECTED TO THE PER- MANENT STORM DRAIN OUTLET AS SHOWN ON THE APPROVED CONSTRUCTION DRAWINGS ON FILE WITH RENTON DEVELOPMENT SERVICES DIVISION. THIS PLAN SHALL BE SUBMITTED WITH THE APPLICATION OF ANY BUILDING PERMIT. ALL CONNECTIONS OF THE DRAINS MUST BE CONSTRUCTED AND APPROVED PRIOR TO FINAL BUILDING INSPECTION APPROVAL. 4. NO LOT OR PORTION OF A LOT IN THIS SHORT PLAT SHALL BE DIVIDED AND SOLD OR RESOLD OR OWNERSHIP CHANGED OR TRANSFERRED WHEREBY THE OWNERSHIP OF ANY PORTION OF THIS SHORT PLAT SHALL BE LESS THAN THE AREA REQUIRED FOR THE USE DISTRICT IN WHICH LOCATED. 5. ALL MONUMENTS AND CORNERS NOTED AS FOUND ON SHEET 3 OF THIS SHORT PLAT WERE VISITED IN OCTOBER OF 2000. 6. THE APPLICANT SHALL BE REQUIRED TO DEVELOP A TEMPORARY EROSION CONTROL PLAN AND INSTALL AND MAINTAIN THE PLAN TO THE SATISFACTION OF THE DEVELOPMENT SERVICES DIVISION FOR THE DURATION OF THE PROJECT SUBMITTAL. 7. LOT 1 SHALL NOT HAVE VEHICULAR ACCESS TO NE 4TH STREET. S1z11OZ JOB NO. 01102 SHEET 2 OF 3 8Ke_off- o,w-/ MORGAN PLACE II NE1/4, NE1/4, SEC. 15, T. 23 N., R. 5 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON NE 4 th STREET C.O.R. SURVEY MON. # 1852 N 88'21 '09" W — ------ — N 88'21 '09" W 529.58' 10' UTILITY EASEMENT SEE EASEMENT PROVISIONS ON SHEET 2 KING COUNTY DRAINAGE ESMT. o RECORDED UNDER RECORDING N0. 8706230526 — SEE NOTE 1. C 80.08' — o �N I n I NOTE 1 • I 7307 SQ. FT. FOUND EXISTING ROD AND CAP SET BY �/ I MEAD GILMAN & ASSOC. FOR THE PLAT OF MORGAN PLACE. (REMOVED DURING THE SURVEY OF THIS SHORT PLAT) 25' 25' %6 N 9' 4 " W /•_• 103.42 M w EXISTING EASEMENT PER - - — �I n PLAT OF MORGAN PLACE .SEE co N SEE NOTE ?. o I. ------� NOTE 1 Z Z) 30 0 I W ti v D 10' UTILITY EASEMENT SEE EASEMENT PROVISIONS ON SHEET 2 W Q Z J G cQ�E� � sti�,yF �,�•••CF Ash.'« B z. 35145 4'4l+ LAND S EXPIRES: 5/1 q/ w 30 60 90 Scale 1 " = 30' A 5" ELECTRONIC TOTAL STATION WAS USED FOR THIS FIELD TRAVERSE SURVEY. ACCURACY MEETS OR EXCEEDS W.A.C. 332-130-090. SECTION CORNER MONUMENT (SEE BREAKDOWN) (SHEET 1) r-� QUARTER SECTION CORNER MONUMENT 0 SET 1/2" REBAR WITH CAP STAMPED "MG 29276 32434 36811 35145" UNLESS OTHERWISE NOTED. B FOUND 4"X4" CONC MON WITH TACK IN LEAD IN CASE STAMPED "LS 35145". NOTE SEE SHEET 3 OF 10, PLAT OF MORGAN PLACE, AS RECORDED / IN VOL. 205, PGS. 68-77, RECORDS OF KING COUNTY, WA. FOR TIES TO CITY OF RENTON SURVEY CONTROL. CURVE DATA NUMBER DELTA ANGLE RADIUS ARC LENGTH C1 3T33'22" 125.00 81.93 C2 38'53'22" 125.00 84.84 C20 90'00'00" 25. 00 39.27 E21 37'33'22" 100.00 65.55 C55 02'25'38" 100.00 4.24 C56 35'07'44" 11 R.00 61.31 ADDRESSING BLOCK: LOT # HOUSE # STREET NAME 1 365 ILYONS AVENUE NE 2 359 LYONS AVENUE NE 3 353 FLYONS AVENUE NE JOB NO. 01102 SHEET 3 OF 3 8H P-0,2-10 -e-911 `7