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HomeMy WebLinkAboutP_Site_Plans_20170327_v1_redlinesI 0 Q a Q - a � O 0 a � T � m a a / w 00 na / co 0 0 / 00 rn 0' o c N N 00E (1)� w o d \ \ \ TMH \� \ 0 OTJB O \ 4� WV \wv. wv O — S 130TH ST — — o 10' BSBL 4' MAX. HIGH CONCRETE WALL 60' EX._ ROW E% 20' ALLEN 20' — —ALL 20' A WV,y A PORTION OF THE NE 1/4 OF SEC 13, TWP 23 N., RGE 4 E., W.M. n SCALE: 1 " = 40' 40 20 0 40 80 SITE DATA Z O 9� fLT'I �p _ <0� Zvo 7",L <rri �D S 128TH ST N 2� O,y gLF s AIRPORT WAY S 132ND ST S SITE w 4,q�OSP S 2ND ST S 3RD ST SW SUNSET BLVD VICINITY MAP NOT TO SCALE PLAT NAME: EARLINGTON TOWNHOMES CITY FILE NUMBER: SITE ADDRESS: PARCEL NUMBERS: 214480-0285, –0295, –0487, –0488, –0500 SITE AREA: 181,296 SF (4.16 AC) ZONING: R-14 EXISTING USE: GREENHOUSE/NURSERY EXISTING STRUCTURES: TO BE REMOVED PROPOSED USE: 62 TOWNHOMES DEVELOPMENT STANDARDS (R-14 MAX. DENSITY: 14 DU/AC MIN. DENSITY: 7 DU/AC MIN. LOT SIZE: 3,000 SF MIN. LOT WIDTH: 30' MIN. LOT WIDTH CORNER: 40' MIN. LOT DEPTH: 60' BUILDING SETBACKS: FRONT MIN: 15' SIDE (DETACHED): 4' SIDE (ATTACHED: 4' SIDE STREET: 15' REAR: 10' MAX. BLDG HEIGHT: MAX. BLDG COVER: 65% MAX. IMP. SURFACE: 80% MAX. STORIES; 3 MIN. TREE DENSITY: 4 SIGNIFICANT TREES/5,000 SF UTILITY PROVIDERS SEWER: CITY OF RENTON WATER: CITY OF RENTON POWER: PUGET SOUND ENERGY GAS: PUGET SOUND ENERGY TELEPHONE: CENTURY LINK OR VERIZON FIRE: CITY OF RENTON DISTRICT #25 SCHOOL: RENTON SCHOOL DISTRICT #403 OWNER/DEVELOPER BLUE FERN DEVELOPMENT, LLC 11232 120TH AVE NE, STE 204 KIRKLAND, WA 98033 (425) 629-3854 CONTACT: JORDAN SALISBURY PLANNER/SURVEYOR/ ENGINEER ESM CONSULTING ENGINEERS, LLC 33400 8TH AVE SOUTH, #205 FEDERAL WAY, WA 98003 (253) 838-6113 CONTACT: PETE GONZALES, PE GEOTECH ENGINEER ASSOCIATED EARTH SCIENCES, INC. 911 5TH AVENUE KIRKLAND, WA 98033 (425) 827-7701 CONTACT: KURT D MERRIMAN, P.E. REVISICDNS N0. DESCRIPTION/DATE BY 0 FIRST SUBMITTAL 03/27/2017 ESM p. G WASy� ; ; u r 24598 O •� 0/sTF_ �ss��NAL - U J \ M O �m �m I I J 00 00 N M � L0 L m ' 3 E 0 a d 0 Lu Lu ® w� ow N 0_0 Z �� 0 0 �� ZU) 0 W N Ch �O , C`3 :5 co E Z�0 —Uj< �'0 0 J ~> Q D E O z V) .c co r z 0 U '> v O - .0 U co U- E — U) o �c -L 3 � L �0 c c: w 0 .� ._ :3 Ud Z O cJz 2 N Lu� U J J O �— I Z W Z G Z � g O 00- W(10J Ld W z 0 w O W zcr � > O W (D LL z W — � J J Z m o z W Lu `` O U JOB NO.: 1938-001-016 DWG. NAME: PP -01 DESIGNED BY: PDG DRAWN BY: DCL CHECKED BY: DATE: 3/27/2017 DATE OF PRINT: PP -01 1 OF 7 SHEETS 0 0 / 00 rn 0) C) N N 00� E U� w o a \ \ \ TMH \� \0WTJB o \ wv \wv„ wv o - S 130TH ST L67.5' EX. N ROW 10' BSBL TRACT IF �� \ 139' 32'1 20' 1 20' 1 !6' 60' EX._ ROW — WV,4 A PORTION OF THE NE 1/4 OF SEC 13, TWP 23 N., RGE 4 E., W.M. TRACT AREA TABLE TRACT USE AREA (S.F.) A PRIVATE ALLEY 3466 B PRIVATE ALLEY 3447 C PRIVATE ALLEY 3138 D PRIVATE ALLEY 3565 E PRIVATE ALLEY 2997 F OPEN SPACE 7982 G OPEN SPACE 4664 H OPEN SPACE 1397 1 OPEN SPACE 5432 J STORM DRAINAGE 15667 TOTAL TRACT AREA: 51,755 SF = 1.19 AC 10' BSBL LOT AREA LOT AREA LOT AREA TABLE TABLE TABLE LOT # AREA (S.F.) LOT # AREA (S.F.) LOT # AREA (S.F.) 1 2143 22 2188 43 961 2 1300 23 1320 44 961 3 1300 24 1769 45 1591 4 1722 25 1769 46 1358 5 1722 26 1320 47 961 6 1578 27 3008 48 961 7 2079 28 2449 49 1274 8 1263 29 1319 50 2174 9 1693 30 1769 51 1327 10 1693 31 1769 52 1778 11 2098 32 1319 53 1778 12 2110 33 1757 54 1326 13 1257 34 2019 55 1326 14 1257 35 960 56 1834 15 1665 36 960 57 2216 16 1665 37 1590 58 1325 17 2181 38 1590 59 1324 18 2226 39 960 60 1775 19 1232 40 960 61 1775 20 1232 41 1770 62 1675 21 1528 42 1996 I-7 TOTAL LOT AREA: 99,205 SF = 2.28 AC GMP n SCALE: 1 " = 40' 40 20 0 40 80 SITE DATA PLAT NAME: EARLINGTON TOWNHOMES CITY FILE NUMBER: SITE ADDRESS: PARCEL NUMBERS: 214480-0285, —0295, —0487, —0488, —0500 SITE AREA: 181,296 SF (4.16 AC) ZONING: R-14 EXISTING USE. GREENHOUSE/NURSERY EXISTING STRUCTURES: TO BE REMOVED PROPOSED USE: 62 TOWNHOMES DEVELOPMENT STANDARDS (R-14 MAX. DENSITY: 14 DU/AC MIN. DENSITY: 7 DU/AC MIN. LOT SIZE: 3,000 SF MIN. LOT WIDTH: 30' MIN. LOT WIDTH CORNER: 40' MIN. LOT DEPTH: 60' BUILDING SETBACKS: FRONT MIN: 15' SIDE (DETACHED): 4' SIDE (ATTACHED: 4' SIDE STREET: 15' REAR: 10' MAX. BLDG HEIGHT: MAX. BLDG COVER: 65% MAX. IMP. SURFACE: 80% MAX. STORIES; 3 MIN. TREE DENSITY: 4 SIGNIFICANT TREES/5,000 SF UTILITY PROVIDERS SEWER: CITY OF RENTON WATER: CITY OF RENTON POWER: PUGET SOUND ENERGY GAS: PUGET SOUND ENERGY TELEPHONE: CENTURY LINK OR VERIZON FIRE: CITY OF RENTON DISTRICT #25 SCHOOL: RENTON SCHOOL DISTRICT #403 OWNER/DEVELOPER BLUE FERN DEVELOPMENT, LLC 11232 120TH AVE NE, STE 204 KIRKLAND, WA 98033 (425) 629-3854 CONTACT: JORDAN SALISBURY PLANNER/SURVEYOR/ ENGINEER ESM CONSULTING ENGINEERS, LLC 33400 8TH AVE SOUTH, #205 FEDERAL WAY, WA 98003 (253) 838-6113 CONTACT: PETE GONZALES, PE GEOTECH ENGINEER ASSOCIATED EARTH SCIENCES, INC. 911 5TH AVENUE KIRKLAND, WA 98033 (425) 827-7701 CONTACT: KURT D MERRIMAN, P.E. FREVISICDNS NO. DESCRIPTION/DATE BY 0 FIRST SUBMITTAL 03/27/2017 ESM p. G OF WA Sy ' ol „ Q < , u� � r 24598 O ,� cisTERE � �ss��NAL ENG\��j iT •L'F 1 3 - J \• M O I I J 00 00n N M 0 04 t Q VJ �/ 3 C d O Lu ® Lu J W� -0-0 C0 Z W� 0 0 Z U) 0 W NCO �o (D 'M oo E c)0 Zvi< _j> c J Q E 0 .C?: 00 Z 0 " 0.� O v U co Ii E — 3 ` 3 Y � L �0 rn� W 0 U O_ Z O H C� Z_ cl) 2 U) LL]� U J J O I-7 O Z W z > m 000 J O W> J W z Z D 0 O� Z Q Q Z w LL w z w - m � J Z mJ W 0 z w w Lu `` O U JOB NO.: 1938-001-016 DWG. NAME: PP -02 DESIGNED BY: PDG DRAWN BY: DCL CHECKED BY: DATE: 3/27/2017 DATE OF PRINT: PP -02 2 OF 7 SHEETS 0) 3 0 o a Q_ d J 00 0 0 o T Dm m 0 0 as / 0 / 0 0 / ro M rn A PORTION OF THE NE 1/4 OF SEC 13, TWP 23 N., RGE 4 E., W.M. _Retaining EXCEPTIONS TO TITLE LEGAL DESCRIPTION, EASEMENTS, COVENANTS, CONDITIONS AND RESTRICTIONS ARE FROM FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT NUMBER 4201-2756148 DATED OCTOBER 04, 2016. IT SHOULD BE NOTED THAT IN PREPARING THIS SURVEY MAP, ESM HAS NOT CONDUCTED AN INDEPENDENT TITLE SEARCH NOR IS ESM AWARE OF ANY TITLE ISSUES AFFECTING THE PROPERTY OTHER THAN THOSE SHOWN ON THIS MAP. ESM HAS WHOLLY RELIED ON THE ABOVE REFERENCED TITLE REPORT TO PREPARE THIS SURVEY AND THEREFORE QUALIFIES THE MAP'S ACCURACY AND COMPLETENESS TO THAT EXTENT. ... G 1 1-12. NOT REPORTED HEREIN P a S 1 - - 30TH ST 13. SUBJECT TO THOSE COVENANTS, CONDITIONS, RESTRICTIONS, EASEMENTS, NOTES, DEDICATIONS AND SETBACKS, IF ANY PER THE PLAT OF EARLINGTON ACRE TRACTS AS RECORDED IN VOLUME 15 OF PLATS, - °a PAGE 84, RECORDING NO. 1 907061 44931 86 IN KING COUNTY, WASHINGTON � Asphalt t°p--sign •IT�\ - - - \ _f t�;: 14-15. SUBJECT TO RESERVATIONS AND EXCEPTIONS REGARDING ALL GEOTHERMAL STEAM AND HEAT AND \ / ALL ORES AND MINERALS OF ANY NATURE WHATSOEVER, NOT PREVIOUSLY RESERVED, IN OR UPON SAID L \ Gravel / � - - - LANDS INCLUDING, BUT NOT LIMITED TO COAL LIGNITE, OIL AND GAS, PEAT, INCLUDING COAL SEAM GAS, � - cw TOGETHER WITH THE RIGHT TO ENTER UPON THE LANDS FOR THE PURPOSE OF EXPLORING DEVELOPING Sign - ``„.=�..:.......:.:..: ........ � AND WORKING THE SAME AS CONTAINED IN INSTRUMENTS RECORDED UNDER RECORDING NOS. 2961097 AND SOC. 2961097. SAID INSTRUMENTS ALSO RESERVE A ROYALTY ON ANY SAND AND GRAVEL THAT MAY BE CD RECOVERED FROM THE LANDS. SAID EXCEPTION ENCUMBERS THE ENTIRE SITE AND HAS NOT BEEN DEPICTED %t HEREON. s,9 . -." P ,,--...:• .... ,,, - ,�. - 16. SUBJECT TO THAT EASEMENT FOR SLOPES FOR CUTS AND FILLS PURPOSES AND THE TERMS AND CONDITIONS THEREOF GRANTED TO KING COUNTY AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING N0. 5671904. THE LOCATION OF SAID EASEMENT CANNOT BE DETERMINED FROM THE dei.. '; .;.:..... -:.,° •.... _..:. - :•.:.:. ":::�.:- :...:; \ INSTRUMENT OF RECORD AND IS NOT DEPICTED HEREIN. \ 17. SUBJECT TO THAT EASEMENT FOR SLOPES FOR CUTS AND FILLS PURPOSES AND THE TERMS AND \ CONDITIONS THEREOF GRANTED TO KING COUNTY AS CONTAINED IN INSTRUMENT RECORDED UNDER 9 \ . RECORDING NO. 5671905. THE LOCATION OF SAID EASEMENT CANNOT BE DETERMINED FROM THE INSTRUMENT OF RECORD AND IS NOT DEPICTED HEREIN. o• �9' `::`:" •< 18. SUBJECT TO THAT EASEMENT FOR MAINTENANCE OF WATER SERVICE PURPOSES AND THE TERMS AND e�� ,:•� CONDITIONS THEREOF AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING N0. 6004770. THE �, LOCATION OF SAID EASEMENT IS DEPICTED HEREIN. 19. SUBJECT TO THAT EASEMENT FOR MAINTENANCE OF WATER SERVICE PURPOSES AND THE TERMS AND o� \ !23 CONDITIONS THEREOF AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 6051425. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREIN. Gree��' 20. SUBJECT TO THAT WARRANTY DEED AND THE TERMS AND CONDITIONS THEREOF AS CONTAINED IN cV nhouse / GraJei:: :. - -.. G INSTRUMENT RECORDED UNDER RECORDING NOS. 71 031 601 47. THE EXACT LOCATION OF SAID EASEMENT CANNOT BE DETERMINED FROM THE INSTRUMENT OF RECORD AND IS DEPICTED APPROXIMATELY HEREIN. 21. SUBJECT TO THAT WARRANTY DEED AND THE TERMS AND CONDITIONS THEREOF AS CONTAINED IN p� \- .- \ INSTRUMENT RECORDED UNDER RECORDING NO. 71 031 601 65. THE EXACT LOCATION OF SAID EASEMENT ....:. . ..:... . i� PARCEL ' -� �2� :_ \ \ CANNOT BE DETERMINED FROM THE INSTRUMENT OF RECORD AND IS DEPICTED APPROXIMATELY HEREIN. 2144800295 f::: :::::.::� 3 22. SUBJECT TO THAT WARRANTY DEED AND THE TERMS AND CONDITIONS THEREOF AS CONTAINED IN _:: :.__i.t:::.:I� INSTRUMENT RECORDED UNDER RECORDING NO. 7103190108. THE EXACT LOCATION OF SAID EASEMENT CANNOT BE DETERMINED FROM THE INSTRUMENT OF RECORD AND IS DEPICTED APPROXIMATELY HEREIN. Greenhouse j ^ 23. SUBJECT TO THAT WARRANTY DEED AND THE TERMS AND CONDITIONS THEREOF AS CONTAINED IN PARCEL ^ : INSTRUMENT RECORDED UNDER RECORDING NO. 7106170187. THE EXACT LOCATION OF SAID EASEMENT < CANNOT BE DETERMINED FROM THE INSTRUMENT OF RECORD AND IS DEPICTED APPROXIMATELY HEREIN. 2144800285". \ v24. SUBJECT TO THAT TEMPORARY WATER SERVICE AGREEMENT AND THE TERMS AND CONDITIONS THEREOF AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING N0. 7410090361. 25. SUBJECT TO COVENANTS, CONDITIONS, RESTRICTIONS, AS CONTAINED IN THAT INSTRUMENT RECORDED UNDER RECORDING N0. 9101140961. 26. SUBJECT TO THAT EASEMENT FOR TELECOMMUNICATIONS FACILITIES AND APPURTENANCES GRANTED TO S1 ::: ..:.. %9- \1. \ QWEST CORPORATION, A DELAWARE CORPORATION, ITS SUCCESSORS, ASSIGNS, LESSEES, LICENSEES, AND UNDER RECORDING NO 20050719000834 THE ` LOCATION OF CONTAINED EASEMENT IS INSTRUMENT 27. SUBJECT TO THAT RECORD OF SURVEY AND THE TERMS AND CONDITIONS THEREOF AS CONTAINED IN Fence transitionU> INSTRUMENT RECORDED UNDER RECORDING NO 20050722900021 j .. \ Greenhouse B . yP ulldin n SCALE: 1 " = 40' CONTOUR INTERVAL = 5' LEGEND C T P D S G W n n n n -000000000000 - LEGAL DESCRIPTION STREET SIGN SIGN TR–S TR–S TR–S TR–S TR–S TR–S SEWER MANHOLE STORM MANHOLE STORM DRAIN YARD DRAIN CULVERT WATER VALVE FIRE HYDRANT WATER MANHOLE WATER METER WA–S NATURAL GAS VALVE POWER POLE POWER JUNCTION BOX ELECTRICAL METER TELEPHONE JUNCTION BOX FOUND CASED MONUMENT FOUND PK NAIL FOUND REBAR AND CAP FOUND IRON PIPE SET TEMPORARY BENCH MARK SET HUB AND TACK UNDERGROUND CABLE TV LINE UNDERGROUND TELEPHONE LINE UNDERGROUND POWER LINE STORM LINE SEWER LINE NATURAL GAS LINE WATER LINE WOOD POST FENCE SPLIT RAIL FENCE GUARD RAIL ROCKERY GROUND BREAK LINE EDGE, ASPHALT EDGE, CONCRETE EDGE, GRAVEL PARCEL A: THAT PORTION OF LOTS 5 AND 6, BLOCK 10, EARLINGTON ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 15 OF PLATS, PAGE 84, IN KING COUNTY, WASHINGTON, LYING SOUTHWESTERLY OF THE SOUTHWEST MARGIN OF RENTON AVENUE, AS ESTABLISHED BY DEED RECORDED MARCH 16, 1971 UNDER RECORDING NUMBER 7103160147. TOGETHER WITH THAT PORTION OF LOT 4, BLOCK 10, EARLINGTON ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 15 OF PLATS, PAGE 84, IN KING COUNTY, WASHINGTON LYING SOUTHWESTERLY OF RENTON AVE SOUTH. EXCEPT THAT PORTION CONVEYED TO KING COUNTY FOR RENTON AVENUE BY INSTRUMENTS RECORDED UNDER KING COUNTY RECORDING NO. 2633591 RECORDED MARCH 16, 1971, UNDER RECORDING NO. 71 031 601 65. PARCEL B: THAT PORTION OF LOT 7, BLOCK 10, EARLINGTON ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 15 OF PLATS, PAGE 84, IN KING COUNTY, WASHINGTON, LYING SOUTHWESTERLY OF THE SOUTHWEST MARGIN OF RENTON AVENUE, AS ESTABLISHED BY DEED RECORDED MARCH 16, 1971 UNDER RECORDING NUMBER 7103160147. PARCEL C: THE SOUTH 100 FEET OF LOT 3; TOGETHER WITH THOSE PORTIONS OF LOTS 1 AND 2, BLOCK 19, EARLINGTON ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 15 OF PLATS, PAGE 84, IN KING COUNTY, WASHINGTON, LYING SOUTHWESTERLY OF THE SOUTHWEST MARGIN OF RENTON AVENUE, AS ESTABLISHED BY DEED RECORDED JUNE 17, 1971 UNDER RECORDING NUMBER 7106170187. PARCEL D: THAT PORTION OF LOT 3, BLOCK 19, EARLINGTON ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 15 OF PLATS, PAGE 84, IN KING COUNTY, WASHINGTON, LYING SOUTHWESTERLY OF THE SOUTHWEST MARGIN OF RENTON AVENUE, AS ESTABLISHED BY DEED RECORDED MARCH 19, 1971 UNDER RECORDING NUMBER 7103190108; EXCEPT THE SOUTH 100 FEET THEREOF. PARCEL E: LOTS 4, 5, 6 AND 7, BLOCK 19, EARLINGTON ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 15 OF PLATS, PAGE 84, IN KING COUNTY, WASHINGTON; EXCEPT THAT PORTION OF SAID LOT 4 LYING NORTHEASTERLY OF THE SOUTHWEST MARGIN OF RENTON AVENUE, AS ESTABLISHED BY DEED RECORDED MARCH 16, 1971 UNDER RECORDING NUMBER 7103160147. EXCEPT THAT PORTION OF LOT 7, BLOCK 19, EARLINGTON ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 15 OF PLATS, PAGE 84, IN KING COUNTY, WASHINGTON, LYING WESTERLY OF THE FOLLOWING DESCRIBED LINE: COMMENCING AT THE SOUTHWEST CORNER OF SAID LOT 7; THENCE SOUTH 87.30'06" EAST 8.15 FEET ALONG THE SOUTH LINE OF SAID LOT 7 TO THE TRUE POINT OF BEGINNING OF SAID LINE; THENCE NORTH 00.22'46" EAST TO THE WEST LINE OF SAID LOT 7 AND THE END OF THIS DESCRIBED LINE, BY KING COUNTY SUPERIOR COURT CAUSE NO. 07-2-33638-9, AND RECORDED DECEMBER 12, 2007 UNDER RECORDING NUMBER 20071212000820. REVISIONS NO. DESCRIPTION/DATE DY 0 FIRST SUBMITTAL 03/27/2017 ESM Y T•L Z �z a 9925 s REGI L LX C) C) �200 00 �m J J oD N N N L U) a 3 �Q o a o Uj LU ® � U _0_0 c c Z W w J J ZLO 0 LLI N co (3 500 E -�� o) � o �Qro E Z� �00– — co Z 0 '� J D_ O v �U UcoU_ E — U1 3C 'L 3 3 �y � L �o C W 0 2! � U d Z 'O v Z 2 U) Uj� U J J O z Z 0 W z ~ z � 0 U 0 p� J W z_ W X w 12 O o� Z Wz Q LL Z)0 W � m � J MJ W z 0 Z NW 1..1. LU `` O U JOB NO.: 1938-001-016 DWG. NAME: PP -03 DESIGNED BY: PDG DRAWN BY: DCL CHECKED BY: DATE: 3/27/2017 DATE OF PRINT: P P-03 3 OF 7 SHEETS 0 / 0 0 / ro M N o O I 0 W N O)o N 00Cj N W M / N LZ0- b, TMH � \ \ TMH \ 4 ®TJB \moa WV S 130TH ST Q2 \ ' � 6 oi N X 294 �� \ W ) A PORTION OF THE NE 1/4 OF SEC 13, TWP 23 N., RGE 4 E., W.M. 1 - 2--' 3 4 254 LF WALL / /5 --6� �\ 8' MAX. HEIGHT PAD=292.00 PAD=291.00 \ PAD=289.30 \ PAD=283.00 PAD=282.00 \ \ z i PAD=280.30 \ 66 LF WALL o (00 �/� \ 4 MAX. HEIGHT \ \ PAD=283.00 �j PAD=280.80 PAD=274.00 PAD=271.80 7 8 �� 9 I---- �s �`� L _ 10J_11 \ \ 4f, 274 13 --14 15 16 17 18 19==20 2�2 PAD= 76 PAD=276.00 pAD=5.60 272 I 21 _ 270 - I PAD=276_50 PAD=277.50 \ 2�g PAD=267.50 PAD=267.00 PAD 266.60 270 _ / I PAD=267.50 PAD=268.50 _� 1 2�2 _-53 P �D=267.50 \ PAD=266.80 260 %-O -PAD=268.301 PAD=270.50 n SCALE: 1 " = 40' 40 20 0 40 80 CONTOUR INTERVAL = 2' EARTHWORK QUANTITIES CUT 15,100 CYDS FILL 3,700 CYDS NET CUT 11,400 CYDS \ SEE GEOTECHNICAL REPORT FOR STRIPPING AREAS \ SITE AREA 181 ,296 SF (4.16 AC.) \ \ WORK AREA 200,542 SF (4.60 AC. 40 LF WALL 5' MAX. HEIGHT N 1.13'07" E 7.27' \ �O � N \ ♦` \ \ -c PAD=258.50CIV\ \ - 258 .Z I PAD=257.80\ O 2�0 PAD=259.30 22 23--24 25 �- 26 27 PAD=261.50- 258 - _ ' ; 28 29 30 31 32 33 IciOv, \ 256 260 ?� \ II \\ \ -2$4- 34 3,536 37 38 39 40 41- 254 258 - \ Cv\ o \ PAD=256.00 PAD=255.60 PAD=255.10 42 43 44 45 46 47 48 49 22. J 252 PAD=254.90 \ \ PAD=255.40 \ _ PAD=256.00 PAD=256.50 � PAD=247.00 PAD=246.60 - 248 _ PAD=246.10 _ 250 7 PAD=245.90 PAD=246.40 PAD=247.00 PAD=247 50 ?6+ 1 248 1 \ o 1 Rig - --� Z� � \ 246 ® -✓- ?s� ?� ��' �`�� \ PAD=246.90 PAD=246.20 PAD=245. 0 - A p \ PAD -246.00 PAD=246.50 -� \\ ✓�\ PAD=247.30 \ \ I PAD=237.90 PAD=237.2 _ \ \\�, \ PAD240 ? TMH TT 50 �= 51;'L 52 53-154 55 56 -4- PAD=237.00 PAD=237.50 PAD=238.30 - � , \ - - - - 57 58 59 60 ` - _ 61 62 � - -- -- 23a - - ---- -- ---- - \ ---- -- - --- - -I -----240 ----- -_ psamm"j- _ ry 238 _ FH _ _ _ _ _ 236 -�`� \ wv -D- - N 87`36'32" Wr592.35'/v ;� Wvoa \ - ly_vim \ GMP -S 132ND ST - N \ / _ N N N N NN \ (MINOR ARTERIAL) 2�4_ � \� _ - 2 4232 2 \ f -l- 230 ■ � \ \ WM 28 \\ REVISIONS NO. DESCRIPTION/DATE BY 0 FIRST SUBMITTAL 03/27/2017 ESM � D• 41 24598 �O/STOR �ss��NAL ENG��� iT 3 z� U � �m � J coo N M A In t Q ') [[ a 3 o a d o W Lu w a v c c z W w J J zLO 0 W N co oW C'S 5 00 E qg JQro O L:c2 L Cn 66 U c 0 •> J d O � co • U E 3 3 �o rn� c W V Ud z 0 C� Z W� a U J J O z W Z Z g � ^G I..L o J0 W 0z > � W Z 0 Z O z W W LL z W D J J fr z m Z < w w w0 U JOB NO.: 1938-001-016 DWG. NAME: PP -04 DESIGNED BY: PDG DRAWN BY: DCL CHECKED BY: DATE: 3/27/2017 DATE OF PRINT: PP -04 4 OF 7 SHEETS 0) o C N N 00 cj cj wLJ 11 d FREVISIONS NO. DESCRIPTION/DATE BY 0 FIRST SUBMITTAL 03/27/2017 ESM 24598 STER�� �ss�ONAL ENG\-�j iT 1 t'F 3 - U M O �m J00 J I I N 000Lo N M � 04 L O)o 3p 0 Lu w ® QQ W OfU ow U to U c c Z ujw JJ 0 - ZLo O Lu CV ch O c O D 00 E (0Orn0 c 0)_UiQ> J > Q C O0. �0 �' U 00_ Z o — �> 00 Ove �U U co u- — N 3 �L 3 �y �0 rn� c LJ U � •� ._ 7 Ud Z O H C� Z cl) 2 V) Lu� U J J O � = z g z W Z0- 0 0� J W 43 > Q W z 0 Q w O)0-- Z � Q z W :2 z W - � � J J Z m o z W w Lu `` O U JOB NO.: 1938-001-016 DWG, NAME: PP -05 DESIGNED BY: PDG DRAWN BY: DCL CHECKED BY: DATE: 3/27/2017 DATE OF PRINT: PP -05 5 OF 7 SHEETS 11 0 m d 00 ad 0 / 0 0 / ro M Orn o N 00� E to M W / N LZ0- A PORTION OF THE NE 1/4 OF SEC 13, TWP 23 N., RGE 4 E., W.M. l \ \ \ \ TMH �\ \ TMH \ ��� a JB o / M v S\ 130T \\ , H ST n SCALE: 1 " = 40' 40 20 0 40 80 CONTOUR INTERVAL = 2' LEGEND D------ w- s NO. w BY 0 • .............. EXISTING STORM DRAINAGE EXISTING SANITARY SEWER EXISTING WATER MAIN PROPOSED 12"0 STORM DRAINAGE PROPOSED BASIN LINE TRACT J STORM DRAINAGE FACILILTY DETENTION REQUIRED: DETENTION PROVIDED WATER QUALITY REQUIRED WATER QUALITY PROVIDED 65,000 CF 75,000 CF 4,000 CF (CARTRIDGE) 4,800 CF (CARTRIDGE) DRAINAGE NOTES: 1. FOOTING AND ROOF DRAIN PIPES NOT SHOWN FOR CLARITY. 2. THE GEOTECHNICAL REPORT DESCRIBES A LAYERING OF SOIL TYPES WHICH SUGGESTS GROUND WATER WILL DISCHARGE AT CERTAIN ELEVATIONS WITHIN THE SITE. ADDITIONAL GROUNDWATER COLLECTION PIPES WILL BE REQUIRED. THESE PIPES ARE NOT SHOWN FOR CLARITY. 3. THE STORM WATER CONTROL VAULT SHALL BE DESIGNED BY A STRUCTURAL ENGINEER. 4. THE WATER QUALITY SYSTEM WILL UTILIZE A PROPRIETARY FILTER CARTRIDGE SYSTEM. REVISIONS NO. DESCRIPTION/DATE BY 0 FIRST SUBMITTAL 03/27/2017 ESM 0. G OF WASH/ l � r FFG 24598 F /STV" ss�ONgL ENG�� IT t� 3 - U J M O co co MLo v -t t L S Q ^ LL Q � 0 l a a Lu U ®LOf ` C W U A �_0 C C z w G 2! LO 0 W N co oaoi G 500 E z _ Q O rn �o o �> Q Ei-:2J O o X00_ _ _0 a0 Ov _ �0 Ucou- E — N O, L 3 3 q) � L �O rn3: C W U •� : ._ 7 0 0- Z 0 Z c/) N Lu� U J J O I Z LLJ z z 2 g 0- 3: 0 - OO 0 J � W � z / W 0 z W O0 Q z � Z w LL z W — � J J Z m 0 Z < W w WLL. 0 0 JOB NO.: 1938-001-016 DWG. NAME: PP -06 DESIGNED BY: PDG DRAWN BY: DCL CHECKED BY: DATE: 3/27/2017 DATE OF PRINT. PP -06 6 OF 7 SHEETS 0 0 j a 0:2 m a O V N N Lu 300 290 270 260 250 240 230 310 300 290 270 260 250 CL INT'X STA 11+17.76, ROAD A STA. 31+83.61, ALLEY A & B CL INT'X STA 10+00.00, ROAD A STA. 2+87.79, S 132ND ST A PORTION OF THE NE 1/4 OF SEC 13, TWP 23 N., RGE 4 E., W.M. CL INT'X SSD: 133 PVI STA: 13+00.00 CL INT'X STA 13+73.32, ROAD A STA 12+66.85, ROAD A = STA. 51+68.35, ALLEY C & D PVI ELEV: 271.46 = STA. 71+90.14, ALLEY E cD� I O K: 12.50 CENTER OF CUL-DE-SAC & D LVC: 100.00 ,, _ (6 M (.6 = STA. 12+66.85, ROAD A o-) N OO O (D o r / + N + N 1 � ro - w w � - > f; / m m 'M w rVi SIA 'VI ELEV = 275.85 N N _ _- 6.c�0% K: 8.00 fS WASy� „ 24598 �O/ST06 �ss�ONAL O LVC: 40.00 LVC: 40.00 SSD: 47' ORIGINAL GROUND / PVI STA: 10+55.00 AT OF ROAD / PVI ELEV: 237.16 K: 3.87 LVC: 60.00 � O �. rn 00 + N N Off✓ PROPOSED + ro = w w 1�0 ROAD PROFILE O N ; II U; m V; / u " > > m m QLJj J / cn W 0_ 0_ / -0>00� -1.52%1 rnr- O -(D XcD cD cCIDO O - cD 00 �(D NCD N 00 �� 9) CD �M NM O O 00 D7 N Ln O7 LnLn I� 1") r7 r7 Ln Lo Ln cD � co I- r r- 00 N ro N N rn C\4 N N N N N N N N N N N N N N N N N 10+80 12+00 13+20 ROAD A SCALE: 1 =40' HORIZ. 1"=10' VERT. �r-00� ro M �� Ln CL INT'X cow Lo co -N r)� cD� I O N� 1n STA 51+68.35, ALLEY C & D Ln (6 (6 M (.6 = STA. 12+66.85, ROAD A o-) N OO OO SSD: 207' SSD: 92' OO (o (.0 1 � PVI STA: 51+34.50 PVI STA: 52+03.20 N N N N N N N N PVI ELEV: 266.02 PVI ELEV: 266.00 N N N N N N N N N K: 13.33 K: 8.00 fS WASy� „ 24598 �O/ST06 �ss�ONAL O LVC: 40.00 LVC: 40.00 0 �2o �M O O O IM 00 N ON R2 O 000 � + r7 O W W ® o N o ON N + N J J 0 O Z Lo O O Cc) In cc) n 00 O Cc) N (D rn + o K)+ +N +NC6 ± +N AT OF ROAD N m U �J, w CO �U �U+comic.) N �0 Li Ln O N �y c: L �0 ✓_ 0) 3: C Q II Ln � •� ._ 7 Ud -- cn w 0 \a rn a II v> = U, Uw`nNUM PROPOSED II Uw Q II > J M w II m w ...L ORIGINAL GROUND cn Z w LLo J 0 0� AT OF ROAD W w cn Ld a_ a_ a_ )0-- >> Z Z W � W a_ a_ � � W � J J - - z m o 3.00 z W F042.00t-1.00% O - - - U PROPOSED 1938-001-016 DWG, NAME: PP -07 DESIGNED BY: PDG DRAWN BY: ROAD PROFILE CHECKED �r-00� ro M �� Ln O00 cow Lo co -N r)� cD� I O N� 1n r-) � Ln (6 (6 M (.6 O oj o-) N OO OO coO OO OO (o (.0 1 � I,-� N N N N N N N N N N N N N N N N N N N 50+40 51+60 52+80 TRACT/ALLEY C & D SCALE: 1 "=40' HORIZ. 1"=10' VERT. 14+40 310 320 300 310 290 300 280 290 270 280 260 270 250 260 54+00 Q0 N 300 290 290 280 280 270 270 260 260 250 250 240 240 230 230 220 CL INT'X STA 31 +83.61, ALLEY A & B STA. 11+17.76, ROAD A SSD: 207' SSD: 154' PVI STA: 31+50.00 PVI STA: 32+20.50 PVI ELEV: 245.27 PVI ELEV: 245.20 K: 13.33 K: 11.43 LVC: 40.00 LVC: 40.00 O r- O r- 00 O O OI,,: Om Inco Inln rn 0) � ro ro� 0� (D � O + N + N O - + N + N 0 M MC,4 04 co w Mw00rn to V)w +� + U U+ U U M N O N (n >(n > (n > (n > N >m Uwr�N >m >w II II IIm � II II m w II > / (n W H J U) W / \ / L`' ORIGINAL GROUND > > a_ a > AT OF ROAD a- a- �-- -1.00 .00 2.00 , 1.50 PROPOSED ROAD PROFILE <D� �� �� O� r7� N� ID� �� �� 0n CD OD DC O O rn SSD: 338 00 00 �� �� �� �� Ln� Ln� �� �� �� �� Ln N N N N N N N N N N N N N N N N N N N N N 15+20 30+00 31+20 32+40 33+60 TRACT/ALLEY A & B SCALE: 1"=40' HORIZ. 1"=10' VERT. ROAD PROFILE OWN . coco CL INT'X ON n 00� n �r,-)0 Do- STA 71+90.14, ALLEY E 00 N � 00 N N = STA. 13+73.32, ROAD A N N N N CENTER OF CUL-DE-SAC SSD: 338 PVI STA: 71+20.00 PVI ELEV: 279.42 K: 19.13 LVC: 40.00 fS WASy� „ 24598 �O/ST06 �ss�ONAL O N O O �2o �M O O O IM 00 N R2 O 000 � + r c d 0 W W ® Ld� -0-0 C c N + N J J Ln Z Lo O O 00 L] w rn (0O Q ui ~ ORIGINAL GROUND cii > > ± N AT OF ROAD > m U �J, w II m II �L 3 3 �y c: L �0 ✓_ 0) 3: C Q Ld J -3.00q � •� ._ 7 Ud -- cn w 0 \a rn a -5.090,., = U, PROPOSED U ROAD PROFILE OWN . coco ON ON n 00� n �r,-)0 Do- Do0 00 N � 00 N N N N N N N N 70+80 TRACT/ALLEY E SCALE: 1"=40' HORIZ. 1"=10' VERT. 320 310 10 ERR :t 270 .1' 72+00 290 270 260 250 240 230 220 34+40 REVISIONS NO. DESCRIPTION/DATE BY 0 FIRST SUBMITTAL 03/27/2017 ESM fS WASy� „ 24598 �O/ST06 �ss�ONAL Zr� 3 �2o �M J J IM 00 N R2 L Q U) 3 c d 0 W W ® Ld� -0-0 C c Z W> J J Z Lo O WNco Oc O 7 00 N E (0O Q ui ~ uo c 0) a)>Lm J Q (15O �:5 N �: co _ Z o Uco -J �� 0_ Ove �U U co u- - �L 3 3 �y c: L �0 0) 3: C w O � •� ._ 7 Ud z 0 0 rn z vJ = U, ui� U J J O T Z ...L (n W Z w J LLo 0 0� J W w W z )0-- 0 Z Z W � W LL Z � � W � J J � z m o z W WLL. O U JOB NO.: 1938-001-016 DWG, NAME: PP -07 DESIGNED BY: PDG DRAWN BY: DCL CHECKED BY: DATE: 3/27/2017 DATE OF PRINT: PP -07 7 OF 7 SHEETS