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HomeMy WebLinkAboutLarge FormatROAD AND DRAINAGE PLAN FOR GRE WAIT SHOR T PLA T L 0 CA TED IN THE S.E. 114, OF THE N.E. 114, OF SECTION 32, T 0 WNSHIP 23 NORTH, RANGE 5 EAST, W.M. , KING COUNT.', ; WA SHING T ON S.E.180TH S?'REE?' I ° d ° Q ° ° ° o ° o ° ° level outlet d o ° S89.2�'4z">: sebe.79' (CALC'D.) 568.792' (PLAT) .� d° a o ° 7d d p -_ �2 �� "- - -- - -" -_� -- (1�StS OF BEARINGS) _ -� _ - - -- -- -� o C] ° C] 7 ° 0 ° a 66'-+�� � US-4 Q O o 7 7 4 C] 0 7 0 177 7 - - ----- - - - -- ---_ - - - - - -- - - - - - 7 p o ° ° o o a 7 0 ° LOT ARE:_ : 0 7 ° ° ° ° cy ° ° PARENT PARCE »:.46�t SO. FT. (1.04t �� ;� l " d °o o ° ° ° o°D d oo ° ° LOT 1: 6,32b= (0.15t ACRE) N 6 min ° 0 0 ° d ° Od ° 0 6 0o d �,r 1 „ "- ° ° ° o °� 4" perf pipe LOT 2: 6,364_ (0.15# ACRE) .' T ADDITION t� a ,, p " o d°do°Q pDd a c4 PG. 95) "� I A W q 18 min a°a7° ° ° o0a°a7r I ° o0 -..»: r (0.38± ACRE) r v ° 7° G o 0 0 0 0° o o 119 `Jy aid rlxJ< I ° -J• •• .._`- . ... 7 (0.28t ACRE) 466-4�,'�� �,`� 000 0 7Ci0 CFO oa°oa°Q° 8I 7 o° o 0, 7 ° °°o°oo _ L A- ^ ;�r: r ♦ x 488 I i W • ° oo Q °° ° Q Q°° 00 - ACRE) EDGE OF ✓ W I 5666.5, Y=5079.9 DRAINAGE EASEMENT . w D IVEW Y TRENCH 2 DTL 3 . \ ayv ASP1�l� T �� •�� \ � 1•�--- 24' min j R 9 # /� _ - _ Ww Y-589'35 54'E 634.57 � 2 X 35 DISPERSION tRENCH - 30.00 100.00'- �' \ 100.00' 199.3T - - 235.19 - - - _ - - h \ i �49�, I r-? " '�LoT 4 �"'�` °�"� _ I :: TRENCH X-SECTION PLAN VIEW OF ROOF n \ r- N8D'39 57'W IV=487.53 2 NTS f� ^ { LOT 39' 8" VC IA \ LOT 2 � LOi LOT 2 K;;rJ i.u.4'%02 o "�� HOUSE / ci I `� 110.00, 1 496 C4 N '� ;ro, NEW HM. DOWNSPOUT j" 2 1) I �. ®2X N I \ ' I lSPERSION TRENCH T-41� m 2 ®moo I Rad-4,a :� BASIN I \ DTL 1/3, TYP 3&47DTI ro-Z 0 " BOUNDARY Ito "' Q c. TO MATCH EXISTING EDGE OF PAVEMENT -%� 2 25.54 Ara-8 45.57' 100.00'I 5TA 1+90.6E r_ I w 2 END JUD ;- I _ 0 ; I �'CSP N0.477028 / .......... . S8�'3� 5TE .t45;58:::.`.: :::::::: :::' i o AVING PER DTL 7 3 NTS STA 04 00 _ d f :n r1 a �.:::.:..EXISTING 1 4 �►:::......:. U.S::: 5, _ _ EDGE OF PAVEMENT LAT) BEGIN JUD '��:--..�. .Ot '�92.2 Ss_ '�.• � � , �� .�., N89 39 57"W 110.OJ TYPE 1 CB N6i'39'57'W 524.65' A9� - - 492 _ gg 495. NT USE DRIVEWAY-Di5pER5i0t♦ DRENCH :V=496.8 . '.7• oo DTL 2/3 DRIVEWAY TRENCH TL 3 3 1 s TRACT, 481 " 'UC ®2X W�/ TTED o� -497.50 ; NEW POWER POLE LOCATION_ (10 FROM EDGE OF PAVEMENT) E I UNPLA °' A US-2 +' A RELOCATE POWER POLE BY PSE M-4 91 Sl?A ' SET 600 CMLLIIN WEST SIDE OF UTILITY POLE =49� \,ALE-497.59EL-499.70 U.S. FE£f V= WIDEN AND PAVE CUL-DE-SAC, DTL 5/3 '. R=46.3' CENTER = STA 2+89.69, 21.14 LT 2# ST� I PAVE EXISTING GRAVEL LIMITS i{ DTL 6/3 ELEV=497.93 a. SI2 EDGE OF1 ASPH LT�ISTING I ' 60' RIGHT OF WAY i� . I �l 0 A 1 50 CURVE TABLE URVE # R ARC PC PT DELTA 1 34' 38.75' 0+00 0+38.75 65' 17' 49" 2 55' 12.97' 0+38.75 0+51.72 13' 30' 59" TREE LEGEND & TABLE: CONIFEROUS TREE DECIDUOUS TREE T- 1: 25" FIR T-2: 8" CEDARS (2) T-3: 28" WALNUT T-4: 24" WALNUT T-5: 17" WALNUT UTILITY STRUCTURE TABLE: US-1: CATCH BASIN RIM EL-496.40 SOUTH INV. EL-493.90 (12' CMP) WEST INV. EL-493.82 (12" CMP) US-2: CATCH BASIN RIM EL-496.23 NORTH INV. EL-494.58 (12" CMP) US-3: SSMH RIM EL-487.25 SOUTH INV. EL-480.70 (8" DIP) NORTH INN. EL-480.63 (8" CONC.) US-4: SSMH RIM EL-485.04 SOUTH INV. EL-479.14 (8" CONC. NORTH INV. EL-479.07 (8" CONC.) US-5: SSMH RIM EL-497.28 SOUTH INV. EL-485.43 12" PVC) F.ASTY INV. EL-485.48 12" PVC) I I ROAD & DRAINAGE PLAN US-6: SSMH „ I RIM EL-498.17 NORTH INV. EL. - 483.4 7 (12' PVC) �� WEST INV. EL-483.15 (12" CONC.) I ' ,_ 4 0 SOUTH INV. EL-483.50 12" CONC.) NOTE: ALL FUTURE HOMES SHALL BE SPRINKLERED PER KING COUNTY FIRE MARSHAL REQUIREMENTS AVV111%jIvti ML^IM» 11 - - REQUIRED DEPENDING ON SOIL CONDITIONS. SEE SEC. 4.02 NTS 20'-0" MIN. FA NOTE: TRENCHES SHALL BE LOCATED 5' FROM ANY BUILDING OR PROPERTY LINE AND 25' FROM A DOWNSTREAM PROPERTY LINE. pipe O.D. 1 1-0 1 1-0 min Inin end cap or plug y d clean out Wye from pipe 4" or 6" perforated pine laid flatly Q notched m q° grade board 4 Ae I CB w/solid cover (locking) 2"x 2" notches �' s v type( g) 18" O.C. rr influent pipe (max d(Sign flows 0.5 CFS per french) clean out Wye from p,Ipe t1 40 pipe O.D. galvanized bolts j 1.0 11-0 X a� m1:n man�'� flow to second dispersal trench if necessary flow to other branching CB's as necessary EXISTING PAVEMENTW-.41' 2" COMPACTED DEPTH CLASS 8 ASPHALT CONCRETE 4" MIN. ATS --- ADDITIONAL TREATMENT MAY BE REQUIRED DEPENDING ON SOIL -- CONDITIONS. SEE SEC. 4.01 do 4.02 rL 613 PA VIA NTS 18" O. C. lot 2» 2" grade board notches 2" 0 WNSPO UT D11�531-0 . SAWCUT EXISTING EDGE OF PAVEMENT ISTING GRAVEL EDGE i i 0.02 FT. FT. 3 ;over -4-- EXISTING PAVEMENT 01 NOTES: 11.�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 NTS 2" COMPACTED DEPTH CLASS 8 ASPHALT CONCRETE 4" MIN. ATB ADDITIONAL TREATMENT MAY REQUIRED DEPENDING ON StJll- CONDITIONS. SEE SEC. 4.01 do 4.02 W N S slope -+. small catch basin or yard drain 2' x 10' level trenches C' CB standard dispersion trench w/ notched grade board length 100' per 700 sq. ft. of roof area, see Figure 4.2.2.0 of the Surface Water Design Manual SAWCUT EXISTING EDGE OF PAVEMENT ROW LINE AIL DTL 7/3 _AVED APRON D E TAIL YPS COUNTY RIGHT '61F­WA'; fr, WIDTH VARIES _ I WIDTH VARIES 17.5'-5' i SAWCUT EXISTING EDG � OF PAVEMENT �i I ,I 2" COMPACTED ASPHALT CONC 4" MIN. ATB -� 5 ADDITIONAL TREATMENT MAY BE REQUIRED DEPENDING ON SOIL CONDITIONS. S(S.-: SEC, 4.01 do 4.02 D TL 5 3 CUL D141 SAC SECTION A -A NTS I 10" b' WIN. 1 - 2 1/2" 5" 2 1/20 �I f *TOP OF UP AT DRIVEWAYS " 1 soil conditions to ensure grade board CONCRETE CURB remains level. NOTES: 1. SEE SEC. 3.04 K.C.R.S. FOR JOINT REQUIREMENTS. 2. SEE DRAWING NO. 1-006 FOR CONFIGURATION OF .DRIVEWAY TRENCH CALCULATIONS: FILL & WALKWAY BEHIND CURB IF REQUIRED. TRENCH 1: 1037 SF/700 SF = 1.48 3. SEE SEC. 3.03 FOR EXTRUDED CURB rANCHOR/�GE. 1.48 X 10 = 14.8' LENGTH USE 2' X 15' TRENCH DTL ,/ 3UR.' TRENCH 2: 2450 SF/700 SF = 3.5 1 mot° �i 3.5 X 10 = 35' LENGTH NTS I USE 2' X 35' TRENCH ' KI COU E.S. ' Revievf Mgineer Completion Date enmr :.ngineer �' �2 • b Completion Date JAMS H. SANDERS, - DEVELOPMENT ENGINEER Approval Date Comments; W ��w�~�UcnORZ mz��®­1o�Nz� �Z Q. -o to clQ ►•- V C)� �zN�Wy�a o r �� $� �zwo o w c� RR a���o �DTf�V3aV1Q�. N EROSION CONTROL PLAN FOR GREWA.r SHORT PLAT LOCATED IN THE S.E. 114, OF THE N.E. 114, W OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., ' � KING COUNTY, WASHINGTON S.E. 180TH STREET _" NOTES S89'23'42 "E 588.79' (CALC'D.) 568.792' (PLAT) - _--------- - -.--- -- 1. All construction shall be in accordance with the King County Code (KCC), King County Road Standards (BASIS OF BEARINGS) ! (KCRS), King County Surface Water Design Manual (KCSWDM) and the conditions of preliminary subdivision - us-4 ►to'�'�� approval. It shall be the sole responsibility of the applicant and the professional civil engineer to correct any �•60. , error, omission, or variation from the above requirements found in these plans. All corrections shall be at no additional cost or liability to King County. LOT AREAS: PARENT PARCEL: 45,465E SQ. FT. (1.04t ACRE) �� 9) 2. The design elements within these plans have been reviewed according to the King County Department of cv Development and Environmental Services (ODES) Engineering Review checklist. Some elements may have LOT 1: 6,328E SQ. FT. (0,15t ACRE) BLOCK 1 6� n "' been overlooked or missed by the DDES plan reviewer. Any variance from adopted standards is not allowed BANKERS 1ST ADDITIONS d a ki unless specifically approved by King County prior to construction. LOT 2: 6,3641 SQ. FT. (0.15f ACRE) (VOL. 67, PG. 95) ° o ca � 4i lu rw LOT 3: 16,343E SQ. FT. (0.38t ACRE) z �, 3. Approval of this road, grading, and drainage plan does not constitute an approval of any other construction I • 1 1 t 5Q. FT. 0.28E ACRE) 486 p� I (e.g., domestic water conveyance, sewer conveyance, gas, electrical, etc.). LOT 4. 2,38 ( � � �a � 488-- I I; r�� i JOINT USE DRIVE ( TRACT: a0' v R9� '�i 4. Before any construction or development activity, a preconstruction meeting must be held between the 4,0471 SQ. FT. ; 0.09E ACRE) /) ' 490 EDGE OF • DDES Land Use Inspection Section, the Applicant, and the Applicant's Construction Representative. V ASPHALTCh i sP APP APP P 94' SILT =ENCE, DTL 2/2 S89.35'54'E 634.57' �+ _ _ _ _ _ E _ _ 30.00 N 5. A copy of these approved plans must be on the job site whenever- construction is in progress. r r 100.00' a 100.00' . - �� 199.37' �� - 235.19' - GRAVEL DRIVE I w _ I ' '` 6, Construction noise shall be limited in accordance with King County Code (Section 12.88); normally, this is � 4 T-2 ... 98�\ ) T_ ^ LOT 4Sal N89'39'S7"W - Z 7a.m, to 10 p.m. on weekdays and 9 a.m. to 10 p.m. on weekends. LOT I LOT 2 LOT 3 LOT KCSP N0.47702 ° HOUR 110.00, i ` h a• �+ a; PP / responsibility Y � � 7, It shall be the A licant s Contractors res onsib�it to obtain all construction easements necessary before Ci rw N I;. T-41 m z �. 1 (: - "� u1 Q, ° o initiating off -site work within the road right-of-way. Rad-4p.5 I SHEDS TO BE ° b C� I r °�' CO REMOVED I a �� �' w ( 8. Franchised utilities or other installations that are not shown on these approved plans shall not be Z c 25.54' 'r" 45.5T 100.00' _ r T • LOT 1 KCSP NO.477078 a constructed unless an approved set of plans that meets all requirements of KCRS Chapter 8 is submitted to U - S89 39 57'' 145.58 i �\ ° i� T_ 1 d the DDES Land Use Inspection Section three days prior to construction. ...�.-. I 200.01' 500 - - 92.25' k8;3' - \ ' - 132.39' - N89'39'571W 110.00' , � --.. ..-- -- 30 � 9, Datum shall be NAVD 1988 unless otherwise approved by ODES. N89'39'570Y 524.65' lr99 SILT FENCE, DTL 2/2 Ag2 CONSTRUCTlp N Soo 10. Groundwater system construction shall be within a right-of-way or appropriate drainage easement, but not SOO ENTRANCE, DTL 1/2 UNPLATTED $ underneath the roadway section. All groundwater systems must be constructed in accordance with Section B1 3.02 of the APWA Standard Specifications. S-2 W SrrE BENCHMARK• TA 3+ 0 SET 60D NAIL IN WEST SIDE OF UTILITY POLE I EL-499.70 U.S. FEET ,a p TREE LEGEND & TABLE: I 1 CONIFEROUS TREE ST 2+ I DECIDUOUS TREE T-1: 25" FIR T-2: 8" CEDARS (2) STA 2+ T-3: 28" WALNUT T-4: 24' WALNUT T-5: 17" WALNUT 1 "--40) TEMPORARY EROSION CONTROL SEED MIX Weight % Purity % Germination Chewings or red fescue 40 98 90 Festuaa rubra var. oommutata or Festuaa rubra Annual or perennial rye 40 98 90 Lolium muu fl rum or bfiwn pemnne Redtop or colonial bentgrass ', 0 92 85 Agmtis albs or Aorostis tenuis White dutch clover 10 98 90 7'r'it'ollum rep" ,?.0P R _ 25' MIN. INSTALL DRIVEWAY CULVERT IF THERE IS A ROADSIDE DITCH PRESENT, AS PER KING COUNTY ROAD STANDARDS 4"-8" QUARRY SPALLS GEOTEXTILE 12" MIN. THICKNESS NTS A 00. �y YJ. UTILITY STRUCTURE TABLE: US-1: CATCH BASIN RIM EL.-496.40 SOUTH INV. EL-493.90 (12" CMP) WEST INV. EL-493.82 (12" CMP) US-2: CATCH BASIN RIM EL.-496.23 NORTH INV. EL-494.58 (12" CMP) US-3: SSMH RIM 'EL.-487.25 SOUTH INV. EL.-480.70 (8" DIP) NORTH INV. EL-480.63 (8" CONC.) US-4: SSMH RIM EL-485.04 SOUTH INV. EL-479.14 (8" CONC.) NORTH INV EL-479.07 (8" CONC.) US-5: SSMH RIM EL-497.28 SOUTH INV. EL.-485.43 12" PVC EASTY INV. EL-485.48 (12" PVC) US-6: SSMH RIM EL-498.17 NORTH INK EL-483.47 (12" PVC) WEST INV. EL.-483.15 (12" CONC.) SOUTH INV. EL-483.50 12" CONC.) AS PER KING COUNTY WOAD STANDARDS, DRIVEWAYS SHALL BE PAVED TO THE EDGE OF R-O-W PRIOR TO INSTALLATION OF THE CONSTRUCTION ENTRANCE TO AVOID DAMAGING OF THE ROADWAY IT IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD PROVIDE FULL WIDTH OF INGRESS/EGRESS AREA TTIMNUPE SOLID WALLS FILTER MEDIA -, FOR DEWATERING 11, All utility trenches shall be backfilled and compacted to 95 percent density. 12. All roadway subgrade shall be backfilled and compacted to 95 percent density (WSDOT 2-06.3). 13, Open cutting of existing roadways is not allowed unless specifically approved by DDES and noted on these approved plans. Any open cut shall be restored in accordance with KCRS 8.03(6)3, 14. The Contractor shall be responsible for providing adequate safeguards, safety devices, protective equipment, floggers, and any other needed actions to protect the life, health, and safety of the public, and to protect property in connection with the performance of work covered by the contractor, Any work within the CATCH BASIN GRATE traveled right-of-way that may Interrupt normal traffic flow shall require at least one flogger for each lone of traffic affected. Section 1-07.23, 'Traffic Control,' of the WSDOT Standard Specifications shall apply in its WWWWWWWWWWO NOTL: THIS DETAIL IS ONLY entirety. OVERFLOW POROUS BOTTOM NTS R] SCHEMATIC. ANY INSERT IS ALLOWED THAT HAS A MIN. 0.5 GJ-'. OF STORAGE, THE MEANS TO THE STORED SEDIM . % AN OVERFLOW, AND CAN ,; EASILY MAINTAINED. RECOMMENDED CONSTRUCTION SEQUENCE 1. Pre -construction meeting. 2. Flag or fence clearing limits. 3. Post Notice of Construction Activity sign with name and phone number of ESC supervisor. 4. Install catch basin protection if required. 5. Grade 'and install construction ' entrance(s). 6. Install perimeter protection (silt fence, brush barrier, etc.). 7. Maintain erosion control measures in accordance with King County standards and manufacturer's recommendations. 8. Relocate erosion control measures or install new measures so that as site conditions change the erosion and sediment control is always in accordance with the King County Erosion and Sediment Control Standards. 9. Cover all areas that will be unworked for more than seven days during the dry season or two days during the wet season with straw, wood fiber mulch, compost, plastic sheeting or equivalent. 10. Stabilize all areas that reach final grade within seven days. 11. Seed er .sod any areas to remain unworked for more than 30 days. 12. Upon completion of the project, all disturbed areas must be stabilized and best management practices removed if appropriate. JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR EQUIVALENT TO ATTACH FABRIC TO POSTS. 6' MAX. POST SPACING MAY BE INCREASED TO 8' IF WIRE BACKING IS USED NOTE: FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOUR WHENEVER POSSIBLE NTS 2"4" BY 14 Go. WIRE OR EQUIVALENT, IF STANDARD -- -� STRENGTH FABRIC USED FILTER FABRIC - --� MINIMUM 4"x4" TRENCH BACKFILL TRENCH WITW NATIVE SOIL OR 3/4"-1.5" WASHED GRAVEL 2"x4" WOOD POSTS, STEEL FENCE POSTS, REBAR, OR EQUIVALENT Z 2 N N T_ EROSION AND SEDIMENT CONTROL NOTES 1. Approval of this erosion and sediment control (ESC) plan does not constitute an approval of permanent road or drainage design (e.g., size and location of roads, pipes, restrictors, channels, retention facilities, utilities, etc.). 2. The implementation of these ESC plans and the construction, maintenance, replacement, and upgrading of these ESC facilities is the responsibility of the opplicant/ESC supervisor until all construction is approved. 3. The boundaries of the clearing limits shown on this pion shall be dearly flagged by a continuous length of survey tape (or fencing, if required) prior to construction. During the construction period, no disturbance beyond the clearing limits shall be permitted. The clearing limits shall be maintained by the applicant/ESC supervisor for the duration of construction. 4. The ESC facilities shown on this plan must be constructed prior to or in conjunction with all clearing and grading so as to ensure that the transport of sediment to surface waters, drainage systems, and adjacent properties is minimized. 5. The ESC facilities shown on this plan are the minimum requirements for anticipated site conditions. During the construction period, these ESC facilities shall be upgraded as needed for unexpected storm events and modified to account for changing site conditions (e.g., additional sump pumps, relocation of ditches and silt fences, etc.). 6. The ESC facilities shall be inspected daily by the applicant/ESC supervisor and maintained to ensure continued proper functioning. Written records shall be kept of weekly reviews of the ESC facilities during the wet season (Oct. 1 to April 30) and of monthly reviews during the dry season (May 1 to Sept. 30). 7. Any areas of exposed soils, including roadway embankments, that will not be disturbed for two days during the wet season or seven days during the dry season shall be immediately stabilized with the approved ESC methods (e g., seeding, mulching, plastic covering, etc.). 8. Any area needing ESC measures not requiring immediate attention shall be addressed within fifteen (15) days. 9. The ESC facilities on inactive sites shall be inspected and maintained a minimum of once a month or within forty-eight (48) hours following a storm event. 10. At no time shall more than one (1) foot of sediment be allowed to accumulate within a catch basin. All catch basins and conveyance lines shall be cleaned prior to paving. The cleaning operation shall not flush sediment -laden water into the downstream system. 11. Stabilized construction entrances and roads shall be installed at the beginning of construction and maintained for the duration of the project. Additional measures, such as wash pads, may be required to ensure that all paved areas are kept clean for the duration of the project. 12. Any permanent flow control facility used as a temporary settling basin shall be modified with the necessary erosion control measures and shall provide adequate storage capacity. If the facility is to function ultimately as an infiltration system, the temporary facility must be graded so that the bottom and sides are at least three feet above the final grade of the permanent facility. 13. Where straw mulch for temporary erosion control is required, it shall be applied at a minimum thickness of 2 to 3 Inches. 14. Prior to the beginning of the wet season (Oct. 1), all disturbed areas shall be reviewed to identify which ones can be seeded in preparation for the winter rains. Disturbed areas shall be seeded within one week of the beginning of the wet season. A sketch map of those areas to be seeded and those areas to remain uncovered shall be submitted to tie DOES inspector, The DOES inspector can require seeding of additional areas in order to protect surface waters, adjacent properties, or drainage facilities. LEGAL DESCRIPTION: (AS PROVIDED BY CLIENT) LOT 2 OF KING COUNTY SHORT PLAT NO. 477028, DESCRIBED AS: THAT PORTION OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 32, TOWNSHIP 23 .NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, IS DESCRIBED AS FOLLOWS. BEGINNING AT THE SOUTHEAST CORNER OF LOT 1, BLOCK 1, BANKER'S FIRST ADDITION, ACCORDING TO THE PLAT RECORDED IN VOLUME 67 OF PLATS, PAGE 95, RECORDS OF KING COUNTY, WASHINGTON; THENCE SOUTH 01' 15'23" WEST 15 FEET; THENCE NORTH 8903957" WEST 110.00 FEET; THENCE SOUTH 01'15'23' WEST 68.042 FEET; THENCE NORTH 89'3967' WEST 524.65 FEET; THENCE NORTH 01'18'12" EAST 83.819 FEET TO THE SOUTH LINE OF SAID PLAT;THENCE SOUTH 89'3554" EAST ALONG SAID SOUTH LINE 634.57 FEET TO THE POINT OF BEGINNING. BENCHMARK: KING COUNTY SURVEY CONTROL POINT NO. 5809 DESCRIBED AS A 4" X 4" CONCRETE MONUMENT WITH LEAD & TACK IN CASE SET 0.65' BELOW GRADE, LOCATED AT THE INTERSECTION OF S.E. 192ND STREET AND 116TH AVENUE N.E. ELEVATION-514.97 U.S. FEET DATUM: NORTH AMERICAN VERTICAL DATUM OF 1988 PER KING COUNTY DEPARTMENT OF PUBLIC WORKS SITE BENCRUAW. SET 60D NAIL IN WEST SIDE OF UTILITY POLE AT S.W. CORNER OF PARENT PARCEL EL.-499.70 U.S. FEET CONTOUR INTERVAL: 2.00 U.S. FEET A8B"WAM,ffS BLC - BUILDING CORNER MH - MANHOLE C - COMPACT MJ - MECHANICAL JOINT C8 - CATCH BASIN OVHD - OVERHEAD CL - CLASS PLO - PROPERTY LINE CO - CLEAN OUT R - RADIUS D - STORM DRAIN R/W - RIGHT-OF-WAY DDCV - DOUBLE DECTOR CHECK VALVE S - SANITARY SEWER DI - DUCTILE IRON SQ FT - SQUARE FEET DS - DOWNSPOUT S/W - SIDEWALK D/W - DRIVEWAY TC - TOP OF CURB EL - ELEVATION TP - TEST PIT ESMT - EASMENT U.N.O. - UNLESS NOTED OTHERWISE FD - FOUNDATION DRAIN S - SOUTH FDC - FIRE DEPT. CONNECTION W - WEST FF - FINISH FLOOR E - EAST FHY - FIRE HYDRANT N - NORTH FL - FLANGE JOINT NW - NORTHWEST t'f c - HANDICAP SW - SOUTHWEST IE - INVERT ELEVATION NE - NORTHEAST LF - LINEAR FEET SE - SOUTHEAST LIS - LANDSCAPING IJSSOMARTION NE)r 1t'XISTINC STORM SEWER 19 EX. STORM SANITARY SEWER 5 EX. SEWER WATER W _CX_ WA TER AC PAVING CONC. SIDEWALK SPOT ELEVATIONS /XX.XX CONTOURS 50 50 PARKING O O STORM CATCHBASIN SANITARY SEWER MANHOLE WATER VALVE FIRE HYDRANT UTILITY POLE DECIDUOUS TREE CONIFER TREE GUY WIRE POLE GUY WIRE WATER METER E.S. 2COU ' 1 12 - Cw Completion Date Revice Lolgineer •�'� enlor ngi Completion Date I S S, (P.E. DEVELOPMENT ENGINEER Ap ov I Date Comments: W 10 �cOnz"cn oz�oRR Lo 3� vNZ nj W rW E. C4C4o �ZZa�2za Z0-ZZ yU ct V) W o:°c��s� O�Q.p?�'FjV8Li �d�iin�°v�v°iina .. x Ln O ^ N W 4 Z N .. 0 w Q ...J M ul or O -�--� Imo. 0 C4 V1 � m y 0 O o . YZ C N �' 0 mciw � ci W o o N o 0 } W N '0 Y Uj N 0P _j . 0 > o o: r W Z w14 U 4 W 8 U VV1 0 W n' LLICIO �• �✓ z 0 N f Z N o w 0 YN tier N N .... Co Z© <m ;9;4001 (X no W 34,42" - - - a.��8•s8 us LOT AREAS: PARENT PARCEL: 45,465± SQ. FT. (1.04± ACRE) LOT 1: 6,328± SQ. FT. (0.15± ACRE) LOT 2: 6,364± SQ. FT. (0.15± ACRE) LOT 3: 16,343± SO. FT. (0.38± ACRE) LOT 4: 12, 381 ± 5O. FT. (0.28± ACRE) JOINT USE DRIVE Y. TRACT: 4,047± SO. FT. ,0.09± ACRE) 94' SILT FENCE, DTL 2/2 100.00' ° �' 100.00' `� LOT LOT 2 /o) V ' S89�355447E 634.57' 195, 1 199.37' • NI IN I Nam, 00 =4p 00 • 00,0 F Zc 25.54 Aro=Z045 ,. 45.57 100 00' A 3+ STAII 2+ w i- SjA 2h Q � � �M i _A 1 50 i �I I �S89'39'57"E 145.58' tiJ 200.01' Soo - �- CONSTRUCTION Soo ENTRANCE, DTL 1 /2 SITE BENCHMARK: SET 60D NAIL IN WEST SIDE OF UTILITY POLE EL.=499.70 U.S. FEET ER 0� "=40' �9a LOT 3 '-�,1\92.25_ N89'39'57" W 524.65' R9�p so 0 TREE LEGEND & TABLE: o > CONIFEROUS TREE 1* DECIDUOUS TREE l T-1: 25" FIR T-2: 8" CEDARS (2) T-3: 28" WALNUT T-4: 24" WALNUT T-5: 17" WALNUT T CON' PLA A TEMPORARY EROSION CONTROL SEED MIX Weight % Purity % Germination Chewings or red fescue 40 98 90 Festuca rubra var. commutata or Festuca rubs Annual or perennial rye 40 98 90 Lolium multifloru'r or lolium perenne Redtop or colonial bentgrass ? 0 92 85 Agrostis alba or Agrostis tenuis White dutch clover 10 98 90 Tmfolium repens R = 25' MIN. INSTALL DRIVEWAY CULVERT IF THERE IS A ROADSIDE DITCH PRESENT, AS PER KING COUNTY ROAD STANDARDS 4"-8" QUARRY SPALLS DTL NTS GEOTEXTILE 12" MIN. THICKNESS 1/1. CONSTRUCTION E EROSION CONTROL PLAN FOR GRE WAL SHORT PLAT L 0 CA TED IN THE S.E. 114, OF THE N.E. 1 /4, OF SECTION 32, T 0 WNSHIP 23 NORTH, RANGE 5 EAST, W.M. , KING COUNTY, WASHINGTON S.E. 180TH STREET I GENERAL NOTES S89-23-42-E 568.79' (CALC'D.) 568.792' (PLAT) 1. All construction shall be in accordance with the King County Code (KCC), King County Road Standards (BASIS of BEARINGS) - (KCRS) Ki Cunt Surfa a Water D i n Manu I (KCSWDM) and the c nd'tio of relimi r bd'v' BLOCK 1 BANKERS 1ST ADDITION (VOL. 67, PC. 95) US-4 ng o y c es g a o f ns p i ina y su I Islon approval. It shall be the sole responsibility of the applicant and the professional civil engineer to correct any Serror, omission, or variation from the above requirements found in these plans. All corrections shall be at no additional cost or liability to King County. 91 2. The design elements within these plans have been reviewed according to the King County Department of 30 N Development and Environmental Services (DDES) Engineering Review checklist. Some elements may have o been overlooked or missed by the DDES plan reviewer. Any variance from adopted standards is not allowed 01 6.0 4�i unless specifically approved by King County prior to construction. N _ �4i0 �J U z 3. Approval of this rood, grading, and drainage plan does not constitute an approval of any other construction 486 oI ti v) I (e.g., domestic water conveyance, sewer conveyance, gas, electrical, etc.). A9 488 2 EDGE OF I I I o �f a r. ti W 4. Before any construction or development activity, a preconstruction meeting must be held between the 490 ASPHALT DDES Land Use Inspection Section, the Applicant, and the Applicant's Construction Representative. i a 4 - - - _ _ 30.00' N 5. A copy of these approved plans must be on the job site whenever' -construction is in progress. T-2 ° ``� 235.19' - - GRAVEL DRIVE - - o - - - - �. _ � I •- ►�, 6. Construction noise shall be limited in accordance with King County Code (Section 12.88); normally, this is T_ 3LOT 4 House o�IQ N89.39'57"W i 2 o 7a.m. to 10 p.m. on weekdays and 9 a.m. to 10 p.m. on weekends. KCSP NO.47702 ° '0 Y SE v o0 110.00 i T-4I I �W m ° "� 7. It shall be the Applicant's/Contractor's responsibility to obtain all construction easements necessary before initiating off -site work within the road right-of-way. SHEDS TO BE ° A` REMOVED N od r T_ Z I ;� �o I I 8. Franchised utilities or other installations that are not shown on these approved plans shall not be ,SHED LOT 1 KCSP NO.477028 I constructed unless an approved set of plans that meets all requirements of KCRS Chapter 8 is submitted to 83' SILT FENCE, DTL 2/2 UNPLATTED UTILITY STRUCTURE TABLE: US-1: CATCH BASIN RIM EL.=496.40 SOUTH INV. EL.=493.90 (12" CMP) WEST INV. EL.=493.82 (12" CMP) US-2: CATCH BASIN RIM EL. =496.23 NORTH INV. EL.=494.58 (12" CMP) US-3: SSMH RIM EL.=487.25 SOUTH INV. EL.=480.70 (8" DIP) NORTH INV. EL.=480.63 (8" CONC.) US-4: SSMH RIM EL.=485.04 SOUTH INV. EL.=479.14 (8" CONC.) NORTH INV. EL.=479.07 (8" CONC.) US-5: SSMH RIM EL.=497.28 SOUTH INV. EL.=485.43 (12" PVC) EASTY INV. EL.=485.48 (12" PVC) US-6: SSMH RIM EL.=498.17 NORTH INV. EL.=483.47 (12" PVC) WEST INV. EL.=483.15 (12" CONC.) SOUTH INV. EL.=483.50 12" CONC.) AS PER KING COUNTY ROAD STANDARDS, DRIVEWAYS SHALL BE PAVED TO THE EDGE OF R-O-W PRIOR TO INSTALLATION OF THE CONSTRUCTION ENTRANCE TO AVOID DAMAGING OF THE ROADWAY IT IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD PROVIDE FULL WIDTH OF INGRESS/EGRESS AREA NTRANCE SOLID WALLS FILTER MEDIA FOR DEWATERING T-1 the DDES Land Use Inspection Section three days prior to construction. Ed It 132.39' - N893957"W 110.00' 430 9. Datum shall be NAVD 1988 unless otherwise approved by DDES. 4g2 10. Groundwater system construction shall be within a right-of-way or appropriate drainage easement, but not underneath the roadway section. All groundwater systems must be constructed in accordance with Section B1 3.02 of the APWA Standard Specifications. 11, All utility trenches shall be backfilled and compacted to 95 percent density. 12. All roadway subgrade shall be backfilled and compacted to 95 percent density (WSDOT 2-06.3). 13, Open cutting of existing roadways is not allowed unless specifically approved by DDES and noted on these approved plans. Any open cut shall be restored in accordance with KCRS 8.03(8)3. 14. The Contractor shall be responsible for providing adequate safeguards, safety devices, protective equipment, floggers, and any other needed actions to protect the life, health, and safety of the public, and to CATCH BASIN protect property in connection with the performance of work covered by the contractor. Any work within the GRATE traveled right-of-way that may interrupt normal traffic flow shall require at least one flogger for each lane of traffic affected. Section 1-07.23, "Traffic Control," of the WSDOT Standard Specifications shall apply in its M E N O W E E■ M M E NOTL: THIS DETAIL IS ONLY entirety. DTL 3 NTS SCHEMATIC. ANY INSERT IS ALLOWED THAT HAS A MIN. 0.5 C.F. OF STORAGE, THE MEANS TO DEWATER THE STORED SEDIMENT, AN OVERFLOW, AND CAN BE EASILY MAINTAINED. RECOMMENDED CONSTRUCTION SEQUENCE 1. Pre -construction meeting. 2. Flag or fence clearing limits. 3. Post Notice of Construction Activity sign with name and phone number of ESC supervisor. 4. Install catch basin protection if required. 5. Grade 'and install construction ' entrance(s). 6. Install perimeter protection (silt fence, brush barrier, etc.). 7. Maintain erosion control measures in accordance with King County standards and manufacturer's recommendations. 8. Relocate erosion control measures or install new measures so that as site conditions change the erosion and sediment control is always in accordance with the King County Erosion and Sediment Control Standards. 9. Cover all areas that will be unworked for more than seven days during the dry season or two days during the wet season with straw, wood fiber mulch, compost, plastic sheeting or equivalent. 10. Stabilize all areas that reach final grade within seven days. 11. Seed or -sod any areas to remain unworked for more than 30 days. 12. Upon completion of the project, all disturbed areas must be stabilized and best management practices removed if appropriate. JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR EQUIVALENT TO ATTACH FABRIC TO POSTS. 6' MAX. POST SPACING MAY BE INCREASED TO 8' IF WIRE BACKING IS USED NOTE: FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOUR WHENEVER POSSIBLE NTS 2"x2" BY 14 Ga. WIRE OR EQUIVALENT, IF STANDARD - STRENGTH FABRIC USED FILTER FABRIC - MINIMUM 4"x4" TRENCH. BACKFILL TRENCH WITH NATIVE SOIL OR 3/4"-1.5" WASHED GRAVEL 2N4" WOOD POSTS, STEEL FENCE POSTS, REBAR, OR EQUIVALENT FENCE EROSION AND SEDIMENT CONTROL NOTES 1. Approval of this erosion and sediment control (ESC) plan does not constitute an approval of permanent road or drainage design (e.g., size and location of roads, pipes, restrictors, channels, retention facilities, utilities, etc.). 2. The implementation of these ESC plans and the construction, maintenance, replacement, and upgrading of these ESC facilities is the responsibility of the applicant/ESC supervisor until all construction is approved. 3. The boundaries of the clearing limits shown on this plan shall be clearly flagged by a continuous length of survey tape (or fencing, if required) prior to construction. During the construction period, no disturbance beyond the clearing limits shall be permitted. The clearing limits shall be maintained by the applicant/ESC supervisor for the duration of construction. 4. The ESC facilities shown on this plan must be constructed prior to or in conjunction with all clearing and grading so as to ensure that the transport of sediment to surface waters, drainage systems, and adjacent properties is minimized. 5. The ESC facilities shown on this plan are the minimum requirements for anticipated site conditions. During the construction period, these ESC facilities shall be upgraded as needed for unexpected storm events and modified to account for changing site conditions (e.g., additional sump pumps, relocation of ditches and silt fences, etc.). 6. The ESC facilities shall be inspected daily by the applicant/ESC supervisor and maintained to ensure continued proper functioning. Written records shall be kept of weekly reviews of the ESC facilities during the wet season (Oct. 1 to April 30) and of monthly reviews during the dry season (May 1 to Sept. 30). 7. Any areas of exposed soils, including roadway embankments, that will not be disturbed for two days during the wet season or seven days during the dry season shall be immediately stabilized with the approved ESC methods (e.g., seeding, mulching, plastic covering, etc.). 8. Any area needing ESC measures not requiring immediate attention shall be addressed within fifteen (15) days. 9. The ESC facilities on inactive sites shall be inspected and maintained a minimum of once a month or within forty-eight (48) hours following a storm event. 10. At no time shall more than one (1) foot of sediment be allowed to accumulate within a catch basin. All z catch basins and conveyance lines shall be cleaned prior to paving. The cleaning operation shall not flush sediment -laden water into the downstream system. `y 11, Stabilized construction entrances and roads shall be installed at the beginning of construction and maintained for the duration of the project. Additional measures, such as wash pads, may be required to ensure that all paved areas are kept clean for the duration of the project. Z 12. Any permanent flow control facility used as a temporary settling basin shall be modified with the necessary erosion control measures and shall provide adequate storage capacity. If the facility is to function N ultimately as an infiltration system, the temporary facility must be graded so that the bottom and sides are at least three feet above the final grade of the permanent facility. 13. Where straw mulch for temporary erosion control is required, it shall be applied at a minimum thickness of 2 to 3 inches. 14. Prior to the beginning of the wet season (Oct. 1), all disturbed areas shall be reviewed to identify which ones can be seeded in preparation for the winter rains. Disturbed areas shall be seeded within one week of the beginning of the wet season. A sketch map of those areas to be seeded and those areas to remain uncovered shall be submitted to the DDES inspector. The DDES inspector can require seeding of additional areas in order to protect surface waters, adjacent properties, or drainage facilities. LEGAL DESCRIPTION: (AS PROVIDED BY CLIENT) LOT 2 OF KING COUNTY SHORT PLAT NO. 477028, DESCRIBED AS: THAT PORTION OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, IS DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF LOT 1, BLOCK 1, BANKER'S FIRST ADDITION, ACCORDING TO THE PLAT RECORDED IN VOLUME 67 OF PLATS, PAGE 95, RECORDS OF KING COUNTY, WASHINGTON; THENCE SOUTH 01'1523" WEST 15 FEET; THENCE NORTH 890'3957" WEST 110.00 FEET; THENCE SOUTH 01' 1523" WEST 68.042 FEET; THENCE NORTH 89'3957' WEST 524.65 FEET; THENCE NORTH 01'18'12" EAST 83.819 FEET TO THE SOUTH LINE OF SAID PLAT;THENCE SOUTH 89'3554" EAST ALONG SAID SOUTH LINE 634.57 FEET TO THE POINT OF BEGINNING. BENCHMARK: KING COUNTY SURVEY CONTROL POINT NO. 5809 DESCRIBED AS A 4" X 4" CONCRETE MONUMENT ' WITH LEAD & TACK IN CASE SET 0.65' BELOW GRADE, LOCATED AT THE INTERSECTION OF S.E. 192ND STREET AND 116TH AVENUE N.E. ELEVATION=514.97 U.S. FEET DATUM. - NORTH AMERICAN VERTICAL DATUM OF 1988 PER KING COUNTY DEPARTMENT OF PUBLIC WORKS SITE BENCHMARK: SET 60D NAIL IN WEST SIDE OF UTILITY POLE AT S. W. CORNER OF PARENT PARCEL, EL.=499.70 U.S. FEET CONTOUR INTERVAL: 2.00 U.S. FEET ABBREVIATIONS BLC - BUILDING CORNER MH - MANHOLE C - COMPACT MJ - MECHANICAL JOINT CB - CATCH BASIN OVHD - OVERHEAD CL - CLASS PLO - PROPERTY LINE CO - CLEAN OUT R - RADIUS D - STORM DRAIN R/W - RIGHT-OF-WAY DDCV - DOUBLE DECTOR CHECK VALVE S - SANITARY SEWER DI - DUCTILE IRON SQ FT - SQUARE FEET DS - DOWNSPOUT S/W - SIDEWALK D/W - DRIVEWAY TC - TOP OF CURB EL - ELEVATION TP - TEST PIT ESMT - EASMENT U.N.O. - UNLESS NOTED OTHERWISE FD - FOUNDATION DRAIN S - SOUTH FDC - FIRE DEPT. CONNECTION W - WEST F"F - FINISH FLOOR E - EAST FHY - FIRE HYDRANT N - NORTH FL - FLANGE JOINT NW - NORTHWEST H/C - HANDICAP SW - SOUTHWEST IE - INVERT ELEVATION NE - NORTHEAST LF - LINEAR FEET SE - SOUTHEAST L/S - LANDSCAPING L�'G.�'1VD: .0ESCR1PT10N NEW EXISTING STORM SEWER EX_ STORM SANITARY SEWER EX. SEWER WATER EX_ WATER AC PAVING CONC. SIDEWALK SPOT ELEVATIONS XXXX XX.XX CONTOURS 50 50-- PARKING U O STORM CATCHBASIN SANITARY SEWER MANHOLE WATER VALVE N,. • FIRE HYDRANT UTILITY POLE DECIDUOUS TREE CONIFER TREE GUY WIRE POLE GUY WIRE WATER METER COU E.S. t- eview gineer Completion Date enior ngi Completion Date / (� 4P S . S ERS, P.E. DEVELOPMENT ENGINEER Ap ov I Date Comments: w z� Qo: w Wr�V) 1=zDNl=°°q V) LU xc��o�,_ h=(nU��ti�� J 3 V) wvi�='°oo�zooc„ Cr a -moo �w(k®QU(n0~C oJ_gZ~mow0 cn►=°w¢�ZCL ztn2Z �W h a�ror��v�°W�3z o:Qpp�=zUQx m'�� rz�- Eti � �DmU��33 Z��io�z (n LU Z -� -� Q)� o p �QXw U dUw �OZ° w->.QQ-,o ;e:ss , C�j � 0 O 4 oQQ_Z2: tiVU� �zwN�or�w�Cr w wo z oo.Q�'=� �o�xV)wti�V)V)a W W :Z -7 < _J CL W1 V) XI 0 W x �.) L0 u-) NLoN ^ Q) � Co wQ M LO G% 0 0 rn 3 � E 4 U o 0 w Y � L Co w E _ I o 07 � r U to � V) O J O O a�aCO w v `o w a z 0 VV) L 0 U 0) o ... 0 0 N 00 N O LO 00, Y cV 0 LO N M N z0 z am o0 0 CONDITIONS OF APPROVAL File No. L03S0006 File Name: Phurig Short Plat Application Date: March 10, 2003 Revision Date: Jurie 16, 2003 This short subdivision is granted preliminary approval subject to the following Conditions of Approval. These conditions are based on a field visit and current information the applicant has provided about the short subdivision property. Occasionally, in satisfying the Conditions of Approval, a more definitive land use limitation of the property may be revealed. New information (such as final Health approval or sensitive areas review) may require additional conditions and may reduce the number of lots. Final approval will be granted after compliance with the Conditions of Approval. Key codes and guidelines have been noted to provide guidance in preparing the required plans and other documents. Compliance with some of the following conditions will require that engineering plans be prepared by a professional civil engineer licensed in the State of Washington. 1. Title 19A A. The short subdivision shall comply with all provisions of Title 19A. B. The final review process must be completed prior to recording of the short subdivision. The Department of Development and Environmental Services (DDES) strongly recommends the Final Short Plat be submitted at least one year prior to the expiration date of the project. The Final Short Plat submittal package includes: 1. A surveyed map page (four sets) including lot area closure calculations; 2. Final health approval from the King County Health Department (different from preliminary health approval); 3. A current short plat certificate and supporting documents (easements, etc.); 4. Payment of the Final Short Plat submittal fee; 5. A copy of this letter (preliminary approval letter). A licensed land surveyor shall be hired to prepare the final short subdivision documents. These documents shall comply with all of the following conditions for final approval: C. All persons having an ownership interest in the subject property are required to sign the final short subdivision. D. If modifications to the approved preliminary site plan (attached to preliminary approval letter) are needed to accomplish engineering design or final short plat, then a revised preliminary site plan shall be submitted to DDES for review and approval. The revised site plans shall be submitted with the engineering plans or the final short plat submittal. 2. Surface Water Management (KCC 9) 1998 King County Surface Water Design Manual (SWDM) A. This short subdivision proposal qualified for Targeted Drainage Review per section 1.1.2.2. Final short subdivision approval shall require full compliance with drainage provisions and storm drainage requirements of this section. Compliance may result in reducing the number and/or location of lots shown on the approved preliminary plot plan. The conditions outlined below are site - specific drainage conditions per Category 2: (1) Core Requirement #1 - Discharge at the Natural Location (2) Core Requirement #2 - Off -Site Analysis (3) Core Requirement #3 - Flow Control (4) Core Requirement #4 - Conveyance System (5) Core Requirement #5 - Erosion & Sedimentation Control (6) Core Requirement #6 - Maintenance and Operation (7) Core Requirement #7 - Financial Guarantees & Liability (8) Core Requirement #8 - Water Quality B. A professional civil engineer licensed in the State of Washington shall prepare a Technical Information Report and/or engineerinn plans per Chapter 2, of the 1998 King County Surface Water Design Manual. C. For the post -developed conditions, discharge of surface runoff from the subject development must be made to a legal acceptable downstream discharge location. Engineering plans shall clearly show that the downstream storm discharge connection(s) from the subject property is not made to any existing system that is connected to any sanitary sewer system. 3. Health (KCC 13) This project is exempt from further King County Heath Department review. However, if improvements are required from the Sewer and/or the Water District, then verification shall be required from said District(s) that the improvements have been bonded and/or installed, prior to final recording of the short plat. 4. Road Standards (KCC 14) 1993 King County Road Standards, Ordinance 11187 Final short subdivision approval shall require full compliance with the provisions set forth in the King County Road Standards including engineering plans for all road improvements. The engineering plans shall be prepared by a professional civil engineer licensed in the State of Washington. DDES strongly recommends the Engineering Plans be submitted at least two years prior to the expiration date of the project. The following conditions are road requirements for this short subdivision and shall be satisfied, unless a variance is obtained. A. A road variance (File Number. L02VO052) has been granted for this short subdivision application. The following conditions reflect the requirements of the road variance: 1. The minimum horizontal centerline curve radius is 34-feet 2. A vertical curb must be placed along the south edge of the JUD 3. One foot of separation is required between the vertical curb and the south property line. 4. Widen existing cul-de-sac bulb at the north terminus of 114th SE to the extent possible. B. Replace existing gravel surface at the north terminus of 114th Ave. SE with paced surfacing per the 1993 KCRS. C. Private access to Lots 1, 2 and 3 shall be shown as a joint -use driveway tract per KCRS Section 3.01. The tract shall be an undivided ownership to the lots it serves, and the lot owners shall be responsible for its maintenance. The tract shall be 20 feet wide with a 18-foot-wide paved surface with controlled drainage. The tract shall be a minimum of 20 feet in length. A paved apron shall extend from the existing edge of pavement of 116th Ave. SE to its westerly right-of-way line. Radius returns on the paved apron shall have 10- foot radii. D. The following notes shall be shown on the final recorded short subdivision: 1. Woming: King County has no responsibility to build, improve, maintain or otherwise service the private roads contained within or providing service to the property described in this short subdivision. 2. All private easements and/or tracts to be maintained, repaired, and/or rebuilt by the owners of the parcels having legal access therefrom and their heirs, assigns or successors, unless and until such roads are improved to King County standards and are dedicated and accepted by King County for maintenance. E. All restrictions, easements, tracts, and their purpose shall be shown on the final recorded short subdivision. F. Prior to engineering plan approval, the applicant shall contact the Washington State Department of Transportation to obtain a permit to access the state road system. 5. Building and Construction Standards (Title 16) Grading. The applicant shall comply with all applicable provisions of KCC 16.82. 6. Fire Code (KCC 17) Section 902 of the 1997 Edition of Uniform Fire Code A. The proposed Joint Use Driveway Tract (JU DT) shall be a minimum width of 20 feet, with an all-weather surface capable of supporting 25 tons. B. A minimum 80- foot- diameter cul-de-sac shall be provided at the north terminus of 114th Avenue Southeast. C. A note shall be placed on the final recorded short subdivision indicating the requirement that all future residences be sprinklered. Sprinklers shall be required unless otherwise approved by LUSD or its successor agency. 7. Zoning Code (KCC 21A) A Density and Dimensions (KCC 21A.12) All lots shall meet the density and dimensions requirements of the R-8 zone classification or shall be as shown on the face of the approved preliminary short subdivision, whichever is larger. Minor revisions to the short subdivision, which do not result in substantial changes and/or do not create additional lots may be approved at the discretion of LUSD. B. This site is subject to the Significant Tree Retention Standards. However, no significant trees appear to exist on the site. 8. Road Mitigation Payment System The applicant shall comply with Road Mitigation Payment System (MPS), by paying the required MPS fee as determined by King County Department of Transportation, plus an administrative fee. The applicant has an option to either. 1. Pay the MPS fee at final short subdivision recording and the MPS administrative fee at final short subdivision application, or 2. Pay the MPS fee at building permit issuance and the MPS administrative fee at the time of building permit application. If option 1 is chosen, then the following note shall be shown on the final short plat: MPS FEE NOTICE: A'; fees required by King County code 14.75, Mitigation Payment System (MPS) have been paid. If option 2 is chosen, then the following note shall be shown on the find short plat: MR3 FEE NOTICE: This short plat is subject to King County Code No. 14.75, King County Road Mitigation Payment System (MPS). The MPS fees plus the MPS administrative fee shall be paid at the time of building permit application at the rate in effect at that time. 9. State Environmental Policy Act (SEPA) This short subdivision was considered under the provisions of the State Environmental Policy Act (SEPA). A DNS was issued on October 31, 2003. 10. Other Considerations Preliminary approval of this application does not limit the applicant's responsibility to obtain any required permit or license from the State or other regulatory body. This may include obtaining a forest practice permit from the Washington State Department of Natural Resources for tree removal. NOTES: 1. SEE SEC. 5.04. 2. MAILBOX INSTALLATIONS ON PROJECTS FUNDED BY FEDERAL GRANTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH WSDOT/APWA STANDARD PLAN H-12. 3. REVIEWING AGENCY MAY APPROVE INSTALLATIONS OF MAILBOXES WITHOUT TURNOUT IF CONSTRUCTED IN CONFORMANCE WITH WSDOT/APWA STANDARD PLAN H-12. 4. MAILBOX HEIGHT VARIES ACCORDING TO THE TYPE OF DELIVERY VEHICLE. THESE HEIGHTS SHALL BE DETERMINED BY THE POSTMASTER DURING PLAN REVIEW. D TL I ZI , MAILB ®.X NTS oa W LJ UJ 18027 116th Ave Se Oth St r 0 SE 7 Bard Pi 18lqth St f C7, •c(� E 186th St 0 T a SE 188th E 1 qbth St � 0.2 MI' � CENTER:-122.18298 47.44094 Soils Map NTS Notice Required -0 t- Site Plan Approval Approval of these plans is for construction of road and drainage improvements, site drainage & grading and temporary erosion control in unincorporated King County only. These plans do not authorize any other utility approval or improvements proposed in any State right of way. V. Site plan approval is void if the commercial building permit has rr not been obtained or renewed within two years of approval. Subdivision plan approval is void if the final plat is not recorded prior to the preliminary plat approval expiration. Contractors shall notify operators who maintain underground utility lines In the area of proposed excavation or blasting at least two business days, I>ut not more than ten working days prior to commencement of excavation or demolition in accordance with RCW Title 19. Names and telephone numbers of the operators of underground utility lines in this project appear below. These numbers shall also be used to serve in an emergency conditions as required. Phone SOOS CREEK WATER & SEWER DISTRICT 253-630-9900 Sanitary Sewer i SOOS CREEK WATER & SEWER DISTRICT 253-630-9900 i Water District i Gas Company i i Power Company Call Before You Dig DIAL -A -DIG 1-800-424-5555 Notes 1. The Developer is required to notify the Land Use Services Division, Land Use Inspection Section (206) 296-6642, three days prior to the beginning of construction for a preconstruction conference and specifically request inspection before beginning: A. Installing siltation and erosion control measures B. Clearing and grubbing C. Earthwork D. Installation of any underground utility E. Before placing subbase, base or paving surfaces F. Installation of any forms or placing any concrete 2. A permit must be obtained from the office of the Resident Engineer, Washington State Department of Transportation, before any construction Is started on any existing state route. 3. A Hydraulic Project Approval (HPA) Permit must be obtained from the Washington State Department of Fisheries prior to any work when required. Bonding Information Restoration Bond Amount $ Performance Bond Amount $ PRO RATA SHARE ASSESSMENT ANALYSIS (County Use Only) Section Township Range Tax Parcel Number 131 2 1 21 3 1 5 1 E 1 31 21 21 31 01 51 191119171 Site Location is within the drainage shed(s) Pro Rota Share Assessment(s) are: ❑ Required ❑ Not Required from the site due to development for increased storm water runoff. Peak Runoff Assessment Rate($ ) per c.f.s. increoses.(10 year, 2 hour storm) Peak Volume Assessment Rate($ ) per Ac. Ft. increoses.(2 year, 2 hour storm AGREEMENTS, PLAN REFERENCES, PERMITS ETC. Date Preliminary Plat Approval Ordinance # Expiration Date: Preliminary Map Approval Other Construction Permits Received Right -of -Way Use Permit Grading Building/Structural Other Emergency 911 Police- Fire- Rescue I RECOMMENDED FOR APPROVAL A4g ?- e.rr i4a ,4rAr ",-9. L: Engineer Plan Reviewer Engineer Supervisor ,TrOffic & Planning Engineer King County Conservation District Structural Review Engineer Other APPROVED FOR CONSTRUCTION DEPARTMENT OF DEVELOPMENT & ENVIRONMENTAL SERVICES ® King County, Washington i G . C a ames H. Sanders, P.E. Development Engineer KULWANT SINGH GREWAL 206-941-1647 n. ° o Name Phone +� 0 0 3 0 11808 SE 204TH ST,, KENT, WA 98031 000-i ❑ (40 Address and Zip Code ❑ A Partnership ❑ An Individual a c ° an) Name Phone oo� ❑ ❑ Address and Zip Code ® A Corporation ❑ A Partnership ❑ An Individual CRAMER NORTHWEST INC. 253-852-4880 c Name Phone 0 3 " Utn0W c 945 N CENTRAL KENT, WA 98032 ❑ Address and Zip Code rr CN X V) to 0 O LLJ V) aoo ©o0 ..i\ NNI i �tv 4 \ \ \ N N 00 >�1 M � v a 0 N, oo E r _ 0 a `o W � Y oy i- 00 w uJ 0 0 6 Vl � e n v) 0 0 _; �-'m a r I W y t;; U O ULO sv� rn ° o 00 1 004 Na Y4 M V) ,n o N >- N 1 .. m •• 0 3zl W01 LO CQ �1 O h� E-4 44 t, h co �U �E�� CJ C) O 00 W J �o � o O E Z 1] z -#a is u- U o .W �0 > M ® U License/Seal 5 KR Ufc WASy F,p uvuty yo /'T�.R� ,p NA L E j EXPIRES 11/26/2007 Sheet 1 of 3 I 2, — — — ' �2-T 8'42"-- '9o �-- . id AT�a-6r ad�9 Uc i8 - ?-3' �_ — — - — — 1 nT -/APPI��- -. PARENT PAF - _ 43.4c -- 50. FT. 1.04± ACRE) LOT 1: 6-7- - S 0. 11 T. .. 1 5 ± Ell LOT 2: c, --_ SO. FT. ! 5± -;Ll -VOE) LOT 3: 16,_- SO. FT. '0-38± -lF; ' FOR PHUNG SHORT PLA T L 0 CA TED IN THE S.E. 114, OF THE N.E. 114, OF SECTION 32, TOWNSHIP ,Z' 3 NORTH, RANGE 5 EA S T, W.M. , KING COUNTY, WASHINGTON S.E. 1 80TH STREET — S89'23'42 "E 568.79' (CALC'D.) 568.792' (PLAT) - - _ , i (BASIS OF BEARINGS) -� 79)� US-4 - - - - - - -i - - - - a BLOCK 1 BANKERS 1ST ,ADDITION (VOL. 67, PC. 95) LOT 4: 12,3:1: - So. F' i.,.28+ - - K_ I (ri ,!�J, 01' IZ JOINT USE 0 f Ebya`/ Tr1( ::T' r / 4,047± S0. rT. I"0.09- =-1 / , \ S89'35'54"E 634.57' / 100.00' �`� \ 100.OJ'", 199.37' N Lki GAL DESCRIPTION: ''' 30' .I N (A`: PROVIDED BY CLIENT) w .,- a ,� Cam. LOT 2 OF KING COUNTY SHORT PLAT NO. 477028, DESCRIBED AS: p "�I 1., � iv U THAT PORTION OF THE NORTHEAST QUARTER OF THE SOUTHEAST Z , 8 QLARTER OF THE NORTHEAST QUARTER OF SECTION 32, TOWNSHIP 48$-�\�I;% 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, IS i �l:I o DE,SCRIBED AS FOLLOWS: u -~ ` �J\ , N � k BEGINNING AT THE SOUTHEAST CORNER OF LOT 1 BLOCK 1, BANKER'S , 49(-) 3PHA�T / \ W FIRST ADDITION, ACCORDING TO THE PLAT RECORDED IN VOLUME 67 OF 1 1.o >I R'iTS, PAGE 95, RECORDS OF KING COUNTY WASHINGTON; \` h I ,,� `�� TH "NCE SOUTH 01 ' 15'23" WEST 15 FEET; - - �� 235 19' -- ',�� I THE NORTH 890'39'57" WEST 110.00 FEET; M / / . \ -, I 1g T 2 Y `GRAVEL DRIVE -' q10.00 I TH,'NCE SOUTH 01'15'23" WEST 68.042 FEET; 1-1 M \0' d T_ ^ QL 0 T 1 v -7 o F TH!`NCE NORTH 89'39'S7' WEST 524.65 FEET; M LOT 1 �o - LOT 3 • 3 H p� ,/ N89'39'S7"W z a `�� TH?:'NCE NORTH O1'18'12" EAST 83.819 FEET TO THE SOUTH LINE OF 1 ° ►� OU \ , 00 o> A U�'' C � s i `, � SAID PLAT, -THENCE SOUTH 89'35 54" EAST ALONG SAID SOUTH LINE co.11o, ci -L oIt-634.57 FEET TO THE POINT OF BEGINNING. - I I. \ I 00� LOT�� KCSP ,.,iD I77028 T-41,- IQ m a O i n III �,,, `0 BASIN_ \ I a o _ a / °.-° ( �d�43 b0; o BOUNDARY I �' SHEDS TO BE ° `� `' I> > $ �J B�'i;NCHMARK: o N89'39 57"W ? 38'47'06" o NEW HOME REMOVED I N ; ' r" Cz 2 25.54 Arc 2$:4b45.57 �100..o' TYPICAL \ DISPE $10N TRENCH I - ! °8 I v1 I KIPl� COUNTY SURVEY CONTROL POINT NO. 5809 ' � I- ! T- 2 h ,/ 1 " " DTL 1/1;�YP SHED \ �/ L 0T=1770�gW DESCRIBED AS A 4 X 4 CONCRETE MONUMENT o ;IS; S89'39 57 E f45 .S8 1 5 \ o . JAI Lam- -� ,A r �- S89'39'57"E 664.65' (PLAT) fr. 200.01' 'r1 0 ,' _ _ �92.25' u " \ — — — —US-1 ®-._ . — — — " —�'� — N89'39'S7'tiY 5?4.65- '-' — - - J JOINT USE CRIVEWAY _ _ _ _ :::r TRACT, DTL 2/1 �~ 50 0 / ` ° TTED UNPLA � US-2 SITE BENCHMARK: SET 60D NAIL IN WEST SIDE OF UTILITY f'OLE EL. =499.70 U.S. FEET i \ : :.. WIDEN AND PAVE ' EX CUL-DE-SAC , ;�vl�, �i1 o) L I Nt (n - , CONCEPT UAL D PA IN.A OL PLAN ' -% I I " = 40, I/ v D ° op oA°a ovOVv�pv level outlet 16 Q o D Vn A p A a v ° p 0 v _.- V poaQppQ °°4 0 ap° 0 appvo � _� 0 p o o° o V V p° p q p � °00 o Vo 0 07 00 6" min °o Q �> °? a C) 0 ° o°�In . T - ° ° ° ° 4" perf pipe 0 ° D p oa D „ 0 Avaoop VV 6 oaap° 18 min °a°o 0000a°ap0 °° a 0 asp p Ij o Ca C\ a °, p p 11/2' -3/4' rla led rode oV °oo o0°Va0 V 0 00000 Cp 4 0 0° V o° 0 0 o°000° V If 24" min TRENCH X-SECTION NTS slope small catch basin or yard drain 2' x 10' level trenches PLAN VIEW OF ROOF NTS DTL 1,/1, DISPERS NTS UTILITY STRUCTURE TABLE: US-1: CATCH BASIN RIM EL.=496.40 SOUTH INV. EL.=493.90 (12' CMP) WEST INV EL.=493.82 (12" CMP) US-2: CATCH BASIN RIM EL.=496.23 NORTH INV. EL.-494.58 (12" CMP) US-3: SSMH RIM EL. = 487.25 SOUTH INV. EL.=480.70 (8" DIP) NORTH INV. EL.=480.63 (8" CONC,) US-4: SSMH RIM EL.=485.04 SOUTH INV. EL.=479.14 (8" CONC.) NORTH INV. EL.=479.07 (8" CONC.) US-5' SSMH RIM EL.-497.28 SOUTH INV. EL.=485.43 (12" PVC) EASTY INV. EL.=485.48 (12" PVC) US-6: SSMH RIM EL.=498.17 NORTH INV. EL. - 483.4 7 (12" PVC) WEST INV. EL.-483.15 (12" CONC.) SOUTH INV, EL.=483.50 12" CONC.) CB to standard dispersion trench w/ notched grade board length 100' per 700 sq. ft. of roof area, see Figure 4.2.2.0 of the Surface Water Design Manual ION TRENC1-ir 1--6- MIN. Lal Z J w a 0 ly 0- iE 0 0 SHED WI,,H LEAD &TACK IN CASE SET 0.65 BELOW GRADE, T- I j N � LOCATED AT THE INTERSECTION OF S.E. 192ND STREET � — — 132.39' — ��, .,F-. � — N89'39'57"W 110.00' 30' ANr) 1 16TH AVENUE N.E. -'C''-'- ELE:YAT10N=514,97 U.S. FEET r92'! Di',.T UM: c N01'TH AMERICAN VERTICAL DATUM OF 1988 a on 6" WIDE CURB IL- 0 `, 1. r t -ca, I . y�,v 1# J�Jt 5 ..1` .,- W # t u .i"th 4 ' I - - � , 13'�?',� " � -' It ...M., :.k.- ., .! ; .,. ..:.;. * - '�. . ,,:. "�.,---. . I . : - � . , . I - : , - ---�-_--:-I;�. __. . , . . . ! - , . ,-�-,,�.-,l],�',;,,,,� --�".�-","�, �; ;� � �t�'�k:��]�'� _ � � - -� � . - �-,�-i '' , �_ , ; .. �' 1-1 4� -, I �� �. ; . , .: . - , v . I t", - -�1-11`21-1 - 1 tt , -, ` ,t � � �;:. , , r . <l�� t-1-.-*1 �� , ... A' u M.: s«3 3 �� . .�,,Ij _ . .-. t f �`-f c, , ' �' -' ' ! Im ,� ! 1f , f ..t 1. I , ffi. F a - i , v' 1 1 6 ti, S i _. i U '+ 2" COMPACTED DEPTH CLASS B — ASPHALT CONCRETE 1 1/2" MIN. COMPACTED DEPTH CRUSHED SURFACING TOP COURSE 2 1/2" MIN. COMPACTED DEPTH CRUSHED SURFACING BASE COURSE ADDITIONAL TREATMENT MAY BE - REQUIRED DEPENDING ON SOIL CONDITIONS. SEE SEC. 4.02 D TL 2 /1. JOINT .. .NTS S VARIES 20'-O" MIN. 18'-O" 0.02 FT./FT. �,F1�S>' ...- F 11 r1tla' t f� ��� PEf,' KING COUNTY DEPARTMENT OF PUBLIC WORKS , '' - sI ryE BENChiMARK' w :-o L 2 ,Z2 W :7)) "3 ,-) P�i G C9 rr -_. Ct Uj �� dC) 3C3 I �rn�z, ti_oa: y��8� o, � 0- IZ- ©� I erns �Z2•,I(-.rye jF Q -1 . - 2 Z, rn C7 `J r y�rUQC-» `CCU — -J A - "J lU ,Y .: o='��.I ar r�n L, � 1n �i 95 3: (1) � F ,_ , NZ-n:cz16q�1111-3 n1�_ r ok:8:10o 6,n-J!!(I C"q r1 {y� �� �j� t J E-4 M;�- -� 5 �-ro1zz z 0�y -, I: , 1- � � c� , �RoOj�fii7 �Z0., z "'wozyQ5-<�rn! ,") � � Uwy�- w 000z�,� 1 `(:z o,<z�q�--j(no� ;e: �<u(� �Zo �^ zrJCLZz,,to- Ui-. H O p � tJ . �1w(a-j�L-Cj� L( 1 �, v , , � rn r� IV UII C) o �9 .1� 144 \ 7 \� ry 1 �� � � � w -,a v; �a c� LQ t, ) a. a. -7' 6, V �. f ` , ���3 � .n ' ".�`" "`` �{ r� x SET 60D NAIL IN WEST SIDE OF UTILITY POLE ti. ' r 171 t LI1 AT W. CORNER OF PARENT PARCEL. r �' f t1 z EL.= 499.70 U.S. FEET 1 r rrf �t, ,�S �� �' � ` t `'�' CO.;` I T O JR INTERVAL: t k. ? t.11 r r: W.1 lbttrU�y .. 2.OG U.S. FEET , t. -- 1 �'t' < t= PeirEi;it �k; �',+ AL�f?t �'T�IATIONS 1-{ t r ' BLC - BUILDING CORNER MH - MANHOLE Sl r si F fo +{ ' rT �' C - COMPACT MJ - MECHANICAL JOINT 1' , a! �< {� CB - C.+TCI ! $ASIN 0'/HD - OVERHEAD r,rn r2 y , :;; n, r ua CL j - CUtSS PLO - PROPERTY LINE P Pt IUNO f 14T F{LT J _ _ .. F� CO CLEAN OUT R r?AD►US " 18427 116th 1�we 5E � L 4# �, D - 51OR)A DRAIN /'W - RIGHT-OF-WAY -'i�i $ ; - 1 ' Renton,llVA98058 <' a 1�N a� DDC,/ - DOUBLE DECTOR CHECK VALVE - SANITARY SEWER t r �y?. . 't=r e; skc',° D1 - DUCTILE IRON SJ FT - SO�JARE. FEET x :: ,,$ J " �a � 0 t4'- � � „�; •, J ,.:. rams.__-y k.. t � . I4"Z i _ ur _ .�EIffil4h / -- DS DOWNSPOUT :;/V/ SIDEWALK hJ D' Al -- DRIVEWAY TC - TOP OF CURT' �� , ,._t _!-.. - - -- - - .-- _- -- -.--__ - u L _- --~ LLE APON ' ' - TEST PIT `• 1. r ESMr - 64S'M NT U.N.O. - UNLESS NOTED OrHER'WISE ,! n FD -- FOUNDATION DRAIN S - SOUTH xa 'r 9 Pt ' FDC - FIRE DEPT. CONNECTION Y! - WEST ' ' ,A, 4 h st L� '� rf �" FF - FINISH FLOOR E - EAST s '' ,". kcr) i:'' r} ,, r � + � 'r r Y.� z FHY - FIRE HYDRANT N - NORTH ,` A ~ ` r � -, %M FL - FLANGE JOINT NW - NORTHNIEST 1ttr r =•s H/C - HANDICAP SW - SOUTHWEST ti kt r1. !E - INVERT ELEVATION NE - NORTHEAST `''o. LF - UPJEAR FEET SE - SOUTHEAST a f L/S - LANDSCAPING v 1�1 111` Y ffi k f r r �C. I i.,F,n f tit 5! v1 ' { t " is :., 1 rr ,i ,, : ' �� �,1�1�tI1 �, L'G�'ND.' r' „Henwo H111 �lernentary &oh4o1 r% y <s �� t111 DE,,> CRIPTION /YEiY EXISTIIYC -- K K Y • i1. f !` f i r STORM SEWER r, _rX_ S_O tF; ' '�' ' C'9r� f SAN TARP SEWER EX. SEWER x� i x --- - s-�.-sl. ary /1:8;_�'.I[,'1/ .� <IS,. �*.S1..:1d./!U! lyl ' �� .1k1:K�r1tr.:.......� �....;sr . `.,. WA7ER EX. 01-ATER r f— __I VICIN177.r M.AP PAVING . — N w w z J a � o a- 0 o a W NOTE: SEE SEC. 2.09 US-1 DRI lE WA Y VARIES CONC. SIDEWALK �L_ a. `D11 SPOT ELEVATIONS xx.xx nz.xx CONTOURS 50 50 -- PAP'<ING O STORM CATCHBASIN MMKI SANITARY SEWER MANHOLE WA7ER VALVE H0) FIR' HYDRANT ` UTILITY POLE DECIDUOUS TREE. V, CONIFER TREE - J GUY WIRE POLE O 7' /' • 11 GU)' WIRE J.) WA' -ER METER 1.1E lh: ,14 �� � ryy �.. n� , �j 1x i r ! --. � ( j I ' ?* � C.5 (..�� �%er..,. r F I,- e� r� � " <�• P, �, Y `1 - 'Z� �~ y T� < �'��,,� -, i l� I- " r -- :r - '- : rr cC , '5 1, r) �- ra, >j k) r* C��` r" z,) O F t � >+..t ".t "Ir", ' ZZ (J ' t'w _-i -cr , 1---1 W r:4 0r r,. a, 1 w ® �� Of ir( L'i Cl 2� 7 , SCENE 1 I, II I MAC 10 200�'01® ," .� :. K.C. s I x N O I y . 0 Le (I Ch I � \ t_ " 1,.t:�)` .: i ,,j 00 j p— i u -ft N 1 1 Lv_ r"y (N (f) 1—, I 1-1 w i - O-) I I� - - P o ,; :int--. S `' rt by ill J I "It 4 P- w w I-V) -l'- �- eQ i r- 0 `� . V) r0-J>- CD � �... - 1 •maII y I11 1 Q� ,- 0 I--i ,.: I� . ,-i i 3 U My Z.-, QVI 0, v 0 r',, �. I00 ,5p 1* U I 1�4- N C7 C() - N (1)rJ 1+ - ; O r,CN IM . 0 - -- -.-.I— _ . CONCEPTUAL DRAINAGE PLAN FOR PHUNG SHORT PLA T L 0 CA TED IN THE S. E. 114, OF THE N. E. 114, OF SECTION 32, T 0 WNSHIP 2 3 NORTH, RANGE 5 EA S T, W.M. , KING COUNTY, WA SHING T ON S.E. 180TH STREET I ' - - S89'23'42 "E 568.79' (CALC'D.) 568.792' (PLAT) ---1 �..Aq g bg�8 158 g4'42" - - - - (BASIS OF BEARINGS) - - - - - -�1 - _ 1i" 11t in US-4 f- --- _ ? 23' � LOT TIRE'-': �: — — — — — — — — — — — — .a N � ----- \ . 0 girty a� 1 k!! mow•• Fr+ §'y x Ft,{f{ �: M� fl 3 y i PARENT PAPC--5.465T 50. FT. 1.04± ACRE) ry O �1 � �, t ( c E) � I � \ �� TI " : LEG. ,L DESCRIPTION: LOT 1: 6, 3= FT. ('0.15 f =_ 1 '14-� 30 ' r ,"` U BLOCK 1 N11 °� Vi' ft'" -"`` AS Pr?OVIDED BY CLIENT) .,� • - ( / '`� -� iN c- 3�I >y "M� LOT 2 OF KING COUNTY SHORT PLAT NO. 477028, DESCRIBED AS: LOT 2: 6,36- F ;--0'. FT. (0.15_ r,. � r BANKERS 1ST ADDITION '°� (VOL. 67, PG. 95) �� ,A - 3 LOT 3: 16, 3=.='- = FT. (0.3b± - -Ej `14 _ j U v . LA :.,-" I THAT PORTION OF THE NORTHEAST QUARTER OF THE SOUTHEAST ���j�)3� r'` M QUAR7 R OF THE NORTHEAST QUARTER OF SECTION 32, TOWNSHIP LOT 4: 12,3� - FT. (0.28+ , _-== 1 48o-�_,71�1' I mo-"' 23 NC`RTH, RANGE 5 EAST, W,M., IN KING COUNTY, WASHINGTON, IS m JOINT USE D- TRa T: (l `� v 1 o DESCRIBED AS FOLLOWS: 4�8I \ r ,. 4,047± SO. FT. _'._r9T -ACRE-) / ! viJ' EDGE OF J � * BEGINi.'ING AT THE SOUTHEAST CORNER OF LOT 1, BLOCK 1, BANKER'S i/ / 4�0 ASPHALT t ,- �' FIRST ADDITION, ACCORDING TO THE PLAT RECORDED IN VOLUME 67 OF \1 `� o "/ -, i$ Noi2iN uouw, sOUTN OF Al PLATS, PAGE 95, RECORDS OF KING COUNTY, WASHINGTON; V \ L- --� - --589'35 54'� 634.57 / i - \ I 16 I M a THENCE SOUTH 01'15'23" WEST 15 FEET; . f I � 235.19 -\ - � - - - - - - - N i,� NO R1 t l i�ovND A I „ Y;= _ 100.00' �, 100.Do 199,37 \ - - — — `- - THENC.:' NORTH 890.39 57 WEST 1 10.00 FEET; - � , i ,r ' GRAVEL DRIVE - - �0.00' n \ 1 '9-_, -2 �' I THENC"-- SOUTH 01'15'23" WEST 68.042 FEET; /� � M \ ' `� �,� T�j l - i ® r�lOi�T}4 30UN� A� -r 1 Z THENC':" NORTH 89'39'57' WEST 524.65 FEET; H •, `'ly ti LOT 1 rO \ LOT I LOT ,3 y � oE G(f / r ! � ,' N89'39'S7"W N S� THENCE NORTH 01'18'12" EAST 83.819 FEET TO THE SOUTH LINE OF °0�/��e I o� \ / , .. �' r1 I 110.00 Qi � 21 EAST �/ND 13 496 _- }u I �( I N \ in N, 2 i 11 o I _j l �il l� 11 ,� SAID F LAT;THENCE SOUTH 89'35'54" EAST ALONG SAID SOUTH LINE co ov'� LOT KCSP �' 47702� 7-4�-" 01 �► I' 1') .11i � 2 CAST 30UN0 C �_ 634.5', FEET TO THE POINT OF BEGINNING. l0 `y 1 r 1 01 / I O °Q ( Rad=43 b0' ^BASIN I M o °o cI - , !� ► ^ ° SHEDS TO BE ,I I 17 o N89'39'S7"YV ? 38047 06 o BOUNDARY o NEW HOME, r•, % a o a� cf3 o, � BEM HMAh'K: Are=2p:4b r Ni-V 0 -AST- 6ovf\Ip D 1 z 7 • 2 2 TYPICAL \ DISPEf�gION TRENCH REMOVED I w Z?I` I KING r OUNTY SURVEY CONTROL POINT NO. 5809 25,54 45 57 100.00 T- 0 !r DESCRIBED AS A 4" X 4" CONCRETE MONUMENT ' 77028 a �E-AST 3bul.n E 2DTL 1/1;\TYP SHED I ;.� L01 W 2 WITH i.EAD &TACK IN CASE SET 0.65' BELOW GRADE, 00 ;,F, S89 39 57 E 145 58 , o5 c��:-0if f r-rr*-•- .-t;.Z",j 1 i.-,,, '_„ _, ,. /LS89'39'S7"E 664.65' (PLAT) 0 200.01' .� -�- `� \uyF: �� __ T - I N � ©NU2f ?� �%tSf r LOCAT"D AT THE INTERSECTION OF S.E. 192ND STREET J9- -. II AND 116TH AVENUE N.E. - vrt; - - - - - r - - - --� -r-- -- - - - - - - - L --�--� - N89 39 57"W 110.00 11 <-- � E— F F-- US- 1-m - N89'39'5 71W 524, 65' X98 30 JOINT USE DRIVEWAY _ ,,)2 ELEVA'"ION=514,97 U.S, FEET tt ��—~ TRACT, DTL 2/1 :� 13�U TUS-2 I \ SITE BENCHMARK: PSET 60D NAIL IN WEST SIDE OF UTILITY POLI" I , EL.=499.70 U.S. FEET WIDEN AND PAVE : � r; I EX CUL-DE-SAC w J, Mil 4 C . I O A1, NA GE PLAN EP T UAL DR CONC �` I fir. Vim. � » _ � V 40 I i //� !C/�' ° ° a o �, ° n ° °°� �, ° level outlet Q ° ID A a°° V A 4 ° 4 a 0 a 7 ° —___!# ap°° 0 aV�° a V ° °0 ° _•► „ 4°° Q ,JQ °ono° ° D\) 6 min o °°p a °°n° ° ° n — ° n ° ° 4" perf pipe » °°non°oU °DQ °°n o4°0 18 min a°° ° o °C)a a°° °° , C, ° a° C oo a°°a°1) o ° 11/2 -3/4 waded ra�c °V OO Q O ° ° 70 O ° V ° 00,000 0 0 °° V°Oa°Q �° °°OV IF ° O° O O O ° O° O °I 24" min TRENCH X-SECTION NTS slope small catch basin or yard drain level trenches n1 A wi 111cIA/ ^ff M^^tf No \, CB standard dispersion trench w/ notched grade board length 100' per 700 sq. ft. of roof area, see Figure 4.2,2,C of the Surface Water Design Manwil I Imi 5111,111iil i .... 1-am UNPLATTED UTILITY STRUCTURE TABLE: US-1: CATCH BASIN RIM EL.=496.40 SOUTH INV, EL.=493.90 (12" CMP) WEST INV. EL.=493.82 (12" CMP) US-2: CATCH BASIN RIM EL.=496.23 NORTH INV, EL.-494,58 (12" CMP) US-3: SSMH RIM EL.=487.25 SOUTH INV, EL.-480.70 (8" DIP) NORTH INV, EL,=480.63 (8" CONC.) US-4: SSMH RtM EL. = 485.04 SOUTH INV. EL.=479.14 (8" CONC.) NORTH INV, EL.=479.07 (8" CONC,) US---5: SSMH RIM EL.-497.28 SOUTH INV, EL.=485.43 (12" PVC) EASTY INV. EL.=485.48 (12 PVC) US-6: SSMH RIM EL.=498.17 ,< NORTH INV. EL. 483.47 (12" PVC) WEST INV, EL.=483.15 (12" CONC.) SOUTH INV. EL.=483.50 12" CONC.) (0 V-6" MIN w z -J � w w a w O � Q a a• w D O Uj N 0 0 w 7 F. 3'-O" 6" WIDE CURB w z 0 I : - . . i .O . , I .. li: .. . .� ... . . � .. . , . . ,� " - .,—.�.. . . � . Cl t- � 6trt. i t "k , t3 �� ;- .; ,� -i� -3i;—. I i , . , r,-, i . -� 1f 1 - - x I'll Am 1 f _v ,.: r,,�` .5' �`-..are f F f ,- e� i �. s a I . �z�� I , . . . f . -,-�'i-,-'! ,�,,�-t""",-,i",,�_,��.,.'�;',�,� I .h , -, i, , I 1 (� h , r .3 �. 3 i 17 1 ftnrr •t i s i) �3ret .r ---- - - u,{ sc� to ,-'t . .-, ¢ .5 . - s4, 1. .:.'t. .-IJ. :-�i: ^ 4 ._ of '+,.--- - . -? n �.�- - 3gg ��•' ls� a 71 k- , k =- ' _t 1, , ', -# , r)1 � — / �` )! x � . : Y. t . r -:. - s j: ! - € A1- - - ," // 1 � - - j - t . t N z _ r4�a, 1 i f x 1- t Y x, - n > .i i t i t pIE- � it t E s f _. ,. ... .....'_" F r.= r , v N }:a ' -h1 l 1- r 1 °s. '.. vim. ...,. .,::';Y:.1�1�/r-1 _I �•%.1�.�� �1„__I .!.r VARIES 20'-O" MIN. . 18'-0" 2" COMPACTED DEPTH CLASS B — ASPHALT CONCRETE 1 1/2" MIN. COMPACTED DEPTH CRUSHED SURFACING TOP COURSE 2 1/2" MIN. COMPACTED DEPTH CRUSHED SURFACING BASE COURSE ADDITIONAL TREATMENT MAY BE - REQUIRED DEPENDING ON SOIL CONDITIONS. SEE SEC. 4.02 D TL 211, JOINT N ,'S" 1 0,02FT,/FT- 3 DATUM: NORTH AMERICAN VERTICAL DATUM OF 1988 PER k.idG COUNTY DEPARTMENT OF PUBLIC WORKS 15e { �CAh t 1 ut 'n SITE BENCHMARK: - ! - - - yy{� �) - �.�ilh Yti' 1 '�"�``S� '" Nt1/2r,d'at =A° _,; 600 NAIL IN WEST SIDE OF UTILITY POLE , - ...SET �E 17tNE (tt r i AT S.W. CORNER OF PARENT PARCEL. :gig 'ram„' {` �`,; x; EL,=499.70 U.S. FEET tE1r3rtl; ;. � ,, s4. i srt74tpl h `', ,� . CONI'O UR INTERVAL: ;;( ck' f 1� �" 2.00 U.S. FEET yl `�'1"5 r` �° f , l- 1 ' aE 'I" ► tl� St• -f .. ti J 1 -, E I Nlr�,,itsky r W ABBE ;, f/IATIONS t , s r fir„ ; £ �r �} ;� , BLC - BUILDING CORNER MH - MANHOLE s z _' + 1z' C - C MJ - MECHANICAL JOINT s RCOMPA T '�� fir, a, { CB - CATCH BASIN OVHD - # z% a, i OVERHEAD {` x F mI'll CL - CLASS PLO - PROPERTY LINE r � z - ,I. f , a� F , �, E'l jU�{C� HQ T f1L{r7 ,'� CO - CLEAN OUT R RADIUS M 18U27 116th Aye SE D - STORM DRAIN R/'r/ - RIGHT-OF-VIAY t [u: { s i '� Renton, V+lA 98058 x 1. DDCY - DOUBLE DECTOR CHECK VALVE S - SANITARY SEWER , -, . x -� •' " ,j -k Dl - DUCTILE IRON SQ rT - SQUARE. FEET . :.'-�"-:.-.''.-.�t'3t�Sr°.rrl'`.sr'-.,�E,ftzS3x. .i rx;id::-.. -•l`iS fr•.a, i is :a:-�. .. ;1.£h,x-__;zye K,?. ,x t..':' ' �, a'�=- .__:_ r" .i1'1a1 �E�h i €w. s.a a:._f �JS - DOWNSPOUT W - ,,�..v..___ { --- r �-,- .:", . _ - _ _ - -`.5.. - - tt D/r.! ,, t1nfVy Y - -� O - ^1JRG r' - -,.. a, - E . - - - - , �, EL ELEVATION TP TEST PIT Y Y z `! ..1r,; nr+ ,t 1'� ESMT - EASMENT U.N.O. - UNLESS NOTED OTN RNII ,G 1 s' FD - FOUNDATION DRAIN S - TH E Sr <. = t ° , ,'' f�l MO ra - _ SOU n l �l rF z x FDC FIRE DEPT. CO T fh r r ) z, �, t ct: NNEC ION !! - WEST 'Ig��% � f y c r a � - FF - FINISH FLOOR ' - w f F ,�; s z x E EAST 3 _ s FHY - FIRE HYDRANT N - NORTH x- .a z ,; a rFb x ay — rr, t FL _ ,, l �t ; c t? rirt.' r FLANGE JOINT N'vV NORTHWEST `f' ' ' { 7 H/C - HANDICAP SW - SOUTHWEST 1 IE - INVERT ELEVATION NE - NORTHEAST t t 4 1 } �( - - LF - LINEAR FEET - SE z SOUTHEAST ?1. Ili-f F' 1 L/S - LANDSCAPING w r a�'I,aktl, }t n 11 +,- - .ill r.: g.:" ]� ! iN.6-/.' -1 `�t£ it r ,r {.mot t. r. r,s?riri Gl r,: .g / /� 5.r _Benson H,11 �lerrentary 8phant ,4 t , � �, .1 s5 G!: FF .. DESt;'RIATION �I tr �� NEtFY EXIS TlNC E�7tkt st t + ,f STOr?,,I SEWER EX_ STOR;:1 'n1. r p SANIT, nY SEWER EX. SEWER r .•, r �•r r r /r ``,r i r r -, �r1r. X 1 Ifl Ir M-, E•rr f•f ,�r� x., r�rl:-tr1,Ildr.1,...-..il�,�lr.r, F.II rt�rtt,;r�bl'i �l;a �l,t. �,lr, ��, a ,tom w:Ci .,�;/�ru i,�..r ,<,?.t,lr.,.r lrrl x . ,,._.: WATER' -b'�� - cY_ r1ALER. VICINITY HAP AC Pf VING 0 177 CONC. SIDEWALK ? (�.:�:._. JI SPOT ELEVATIONS �x.XX /xx.xx CONTOURS 50 50 -- PARKI, IG . O F� STORK CATCHBASIN ,MM SAN11;1RY SEWER MANHOLE VARIES WATEI VALVE FIRE HYDRANT & UTILI,'" POLE w z J Q- DECIDUOUS TREE 0 0 . & U1 � CONKER TREE n a w GUY 'WIRE POLE Op � GUY WIRE \ WATCR METER NOTE: SEE SEC. 2.09 FIN I �, -� I -C�S -,, ,q ,� \ r'! e1,y, I v: �% 's �,,',1.11� L �:� g; 3 I LU Spa �Z,X ��,,nr-,0 �zC.,,-n�a©�U Ir •-.ICJ o{�<3WOU w 6-- z2 u _ _ t c -) 6- ��50,rj�J ,I5 -1 r Z rnU �� C�7 . � , <n�-max ,� -, ,EJE -,Q-: N in Q'1=._I cY'' �Z I ti� CJ U C _CV(::)a1, Cr r= M1O'I Z.5 cca ` O . Q - r ' r.� L.L. E--c) � F .--' �:2 — : � J �� 1n r= O ¢ r-- , taw CL 1 J Oti J Vt a,� -r LQ-love-C- r`< E'`�3 Cw ;t ' >-_, O J c' C- 5J 0 w 6 �: -i -z 4wz�J`!' 1:162� -� r� � O � y U x, { �C C� I-�.1 c� 'ooQ,. fir= w t''J ~i �tn�C:5 -,,n - Pr Q Z J � , zz O - ri` + � ) aC. f w ra rz � v) 0- v, Q) In Q- 5 a� - r �, r2 <?G ��,jjJy � � «1 (IJ clb ,'"C . , �1 -0 _yG 13 1-1 t'' .:,\ ���ti ;th r. �• v ) �" i , Qq r� _ r � 14 � ,_, r, f� '� -Y, •� -3iE-, ,r. �,> , Ez"r, , ,,,' r ( —1 �t� � � I ,,+�. f-) t•,� - I y4 < � ` Q9 "I'' 2� r ry n. y rly ,. „) \ r, J � �` � F-', Pam„ I 1" g (�' < - r ", IN "ti � --I 1 r y K - �cj `„1 (, U rj �) 'q r:. r--' rn . r; I D Z I M —61 It '�'' to \1k.f,, .. H ' 'LL.1 (D I RErE0V w� I, t , � MAR 10 200 O.C. D.D.E. . Z.-�!, x N � 11-� ,-� Q) N n�r'� 1 C 11 . I 17 : ! �i o > ,-' r, t < 4 N tq S I "" 10) CD C"I 00`� 1-1 01) � QJ ' M1N I �" - 0 o q J I-j�� •� >r .. rn r- uJ " 1' U • � Uj I � r/ I * I-., . - , � v, i V) r J 1 .J 0 o I CQ -i >-' •14- � rD 11 iY 2.5 R a ;--- I w ! 10 ' Lj �' j ej 1,I ,< rD 7- , - Q V) to 0 It fl) -2 0 :� rA o Ii, � I d- cl� C) ,l) , � N irh -_j In r•�I >-' N -,� -r M '' 0IIIFVr'1--�,-_t .. - � -1 ma;_,, - CONDITIONS OF APPROVAL File No. L03S0008 File Name: Phung Short Plat Application Date: March 10, 2003 Revision Date: June 16, 2003 This short subdivision is granted preliminary approval subject to the following Conditions of Approval. These conditions are based on a field visit and current information the applicant has provided about the short subdivision property. Occasionally, in satisfying the Conditions of Approval, a more definitive land use limitation of the property may be revealed. New information (such as final Health approval or sensitive areas review) may require additional conditions and may reduce the number of lots. Final approval will be granted after compliance with the Conditions of Approval. Key codes and guidelines have been noted to provide guidance in preparing the required plans and other documents. Compliance with some of the following conditions will require that engineering plans be prepared by a professional civil engineer licensed in the State of Washington. 1. Title 19A A. The short subdivision shall comply with all provisions of Title 19A. B. The final review process must be completed prior to recording of the short subdivision. The Department of Development and Environmental Services (DDES) strongly recommends the Final Short Plat be submitted at least one year prior to the expiration date of the project. The Final Short Plat submittal package includes: 1. A surveyed map page (four sets) including lot area closure calculations; 2. Final health approval from the King County Health Department (different from preliminary health approval); 3. A current short plat certificate and supporting documents (easements, etc.); 4. Payment of the Final Short Plat submittal fee; 5. A copy of this letter (preliminary approval letter). A licensed land surveyor shall be hired to prepare the final short subdivision documents. These documents shall comply with all of the following conditions for final approval: C. All persons having an ownership interest in the subject property are required to sign the final short subdivision. D. If modifications to the approved preliminary site plan (attached to preliminary approval letter) are needed to accomplish engineering design or final short plat, then a revised preliminary site plan shall be submitted to DDES for review and approval. The revised site plans shall be submitted with the engineering plans or the final short plat submittal. 2. Surface Water Management (KCC 9) 1998 King County Surface Water Design Manual (SWDM) A. This short subdivision proposal qualified for Targeted Drainage Review per section 1.1.2.2. Final short subdivision approval shall require full compliance with drainage provisions and storm drainage requirements of this section. Compliance may result in reducing the number and/or location of lots shown on the approved preliminary plot plan. The conditions outlined below are site - specific drainage conditions per Category 2: (1) Core Requirement #1 - Discharge at the Natural Location (2) Core Requirement #2 - Off -Site Analysis (3) Core Requirement #3 - Flow Control (4) Core Requirement #4 Conveyance System (5) Core Requirement #5 - Erosion & Sedimentation Control (6) Core Requirement #6 - Maintenance and Operation (7) Core Requirement #7 - Financial Guarantees & Liability (8) Core Requirement #8 - Water Quality B. A professional civil engineer licensed in the State of Washington shall prepare a Technical Information Report and/or engineering plans per Chapter 2, of the 1998 King County Surface Water Design Manual. C. For the post -developed conditions, discharge of surface runoff from the subject development must be made to a legal acceptable downstream discharge location. Engineering plans shall clearly show that the downstream storm discharge connection(s) from the subject property is not made to any existing system that is connected to any sanitary sewer system. 3. Health (KCC 13) This project is exempt from further King County Heath Department review. However, if improvements are required from the Sewer and/or the Water District, then verification shall be required from said District(s) that the improvements have been bonded and/or installed, prior to final recording of the short plat. 4. Road Standards (KCC 14) 1993 King County Road Standards, Ordinance 11187 Final short subdivision approval shall require full compliance with the provisions set forth in the King County Road Standards including engineering plans for all road improvements. The engineering plans shall be prepared by a professional civil engineer licensed in the State of Washington. DDES strongly recommends the Engineering Plans be submitted at least two years prior to the expiration date of the project. The following conditions are road requirements for this short subdivision and shall be satisfied, unless a variance is obtained. A. A road variance (File Number: L02VO052) has been granted for this short subdivision application. The following conditions reflect the requirements of the road variance: 1. The minimum horizontal centerline curve radius is 34-feet 2. A vertical curb must be placed along the south edge of the JUD 3. One foot of separation is required between the vertical curb and the south property line. 4. Widen existing cul-de-sac bulb at the north terminus of 114th SE to the extent possible. B. Replace existing gravel surface at the north terminus of 114th Ave. SE with paced surfacing per the 1993 KCRS. C. Private access to Lots 1, 2 and 3 shall be shown as a joint -use driveway tract per KCRS Section 3.01. The tract shall be an undivided ownership to the lots it serves, and the lot owners shall be responsible for its maintenance. The tract shall be 20 feet wide with a 18-foot-wide paved surface with controlled drainage. The tract shall be a minimum of 20 feet in length. A paved apron shall extend from the existing edge of pavement of 116th Ave. SE to its westerly right-of-way line. Radius returns on the paved apron shall have 10- foot radii. D. The following notes shall be shown on the final recorded short subdivision: 1. Warning: King County has no responsibility to build, improve, maintain or otherwise service the private roads contained within or providing service to the property described in this short subdivision. 2. All private easements and/or tracts to be maintained, repaired, and/or rebuilt by `:he owners of the parcels having legal access therefrom and their heirs, assigns or successors, unless and until such roads are improved to King County standards and are dedicated and accepted by King County for maintenance. E. All restrictions, easements, tracts, and their purpose shall be shown on the final recorded short subdivision. F. Prior to engineering plan approval, the applicant shall contact the Washington State Department of Transportation to obtain a permit to access the state road system. 5. Building and Construction Standards (Title 16) Grading. The applicant shall comply with all applicable provisions of KCC 16.82. 6. Fire Codc (KCC 17) Section 902 of the 1997 Edition of Uniform Fire Code A. The proposed -Joint Use Driveway Tract (JU DT) shall be a minimum width of 20 feet, with an all-weather surface capable of supporting 25 tons. B. A minimum 80-foot-diameter cul-de-sac shall be provided at the north terminus of 114th Avenue Southeast, C. A note rholl be placed on the final recorded short subdivision indicating the requirement that all future residences be sprinklered. Sprinklers shall be required unl;:ss otherwise approved by LUSD or its successor agency. 7. Zoning Code (KCC 21A) A. Density and Dimensions (KCC 21A.12) All lots shall meet the density and dimensions requirements of the R-8 zone classificatior: or shall be as shown on the face of the approved preliminary short subdivision, whichever is larger. Minor revisions to the short subdivision, which do not result in substantial changes and/or do not create additional lots may be approved at the discretion of LUSD. B. This site is subject to the Significant Tree Retention Standards. However, no significant trees appear to exist on the site. 8. Road Mitigation Payment System The applicant shall comply with Road Mitigation Payment System (MPS), by paying the required MPS fee as determined by King County Department of Transportation, plus an administrative fee. The applicant has an option to either: 1. Pay the MPS fee at final short subdivision recording and the MPS administrative fee at final short subdivision application, or 2. Pay the IMPS fee at building permit issuance and the MPS administrative fee at the time of building permit application. If option 1 is chosen, then the following note shall be shown on the final short plat: MPS FEE ,NOTICE: All fees rc,,jired by King County code 14.75, Mitigation. Payment System (MPS) have been paid. If option 2 is chosen, then the following note shall be shown on the final short plat: MPS FEE NOTICE: This short plat is subject to King County Code No. 14.75, King County Road Mitigation Payment System (MPS). The MPS fees plus the MPS administrative fee shall be paid at the time of building permit application at the rate in effect at that time. 9. State Environmental Policy Act (SEPA) This short subdivision was considered under the provisions of the State Environmental Policy Act (SEPA). A DNS was issued on October 31, 2003. 10. Other Considerations Preliminary approval of this application does not limit the applicants responsibility to obtain any required permit or license from the State or other regulatory body. This may include obtaining a forest practice permit from the Washington State Department of Natural Resources for tree removal. Vicinity Map NTS < < r LLJ SE P� r0 i 51AV R d r ' LU LU as G � � Cn LO r _ FL 18027 116th Ave Se Qth t T TIT E 16Znd t MI ti < E 18th t bi Cn CrI LIJ SE 1$ Eth St 44 SE 18 $th St r � : 10'Dthe t �`" t �► �7►I NOTES: 1. SEE SEC. 5.04. 2. MAILBOX INSTALLATIONS ON PROJECTS FUNDED BY FEDERAL GRANTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH WSDOT/APWA STANDARD PLAN H-12. 3. REVIEWING AGENCY MAY APPROVE INSTALLATIONS OF MAILBOXES WITHOUT TURNOUT IF CONSTRUCTED IN CONFORMANCE WITH WSDOT/APWA STANDARD PLAN H-12. 4. MAILBOX HEIGHT VARIES ACCORDING TO THE TYPE OF DELIVERY VEHICLE. THESE HEIGHTS SHALL BE DETERMINED BY THE POSTMASTER DURING PLAN REVIEW. DTL___111, MAILBOX NTS 10•2 MI I CENTER:-122,18298 47,44094 Soils Map NTS Notice Required Contractors shall notify operators who maintain underground utility lines in the area of proposed excavation or blasting at least two business days, but not more than ten working days prior to commencement of excavation or demolition in accordance with RCW Title 19. Names and telephone numbers of the operators of underground utility lines in this project appear below. These numbers shall also be used to serve in an emergency conditions as required. Site Plan Approval 0 00 o0 Approval of these plans is for construction of road and drainage ,n \ N improvements, site drainage & grading and temporary erosion LO (N tea control in unincorporated King County only. These plans do not r...1 LLJ 0M. N authorize any other utility approval or improvements proposed �� Z N C) 0 • in any State right of way. Z � P I-` Site plan approval is void if the commercial building permit has Mo LO o r not been obtained or renewed within two years of approval. CL 00 Subdivision plan approval is void if the final plat is not recorded Q m prior to the preliminary plat approval expiration. 3 4- o 0 [� Y � m W PRO RATA SHARE ASSESSMENT ANALYSIS o ` (County Use Only) ! a Section Township Range Tax Parcel Number o FW_• o 'EV)3 2 2 3 5 E 1 31 21 21 31 0 1 5 I 1 91 1 1 91 7I o .. •. ry a °� m Site Location is within the drainage shed(s) X I V)UJ Pro Rato Share Assessment(s) are: ❑ Required ❑ Not Required w �`� U � ° W a from the site due to development for increased storm water runoff. = V z U to Peak Runoff Assessment Rate($ ) per c.f.s. increases.(10 year, 2 hour storm) o V) 0 U Peak Volume Assessment Rate($ ) per Ac. Ft. increases.(2 year, 2 hour storm) O LJ LiJ O Z 0 AGREEMENTS, PLAN REFERENCES, PERMITS ETC. 0 Z u o Date W N N Preliminary Plat Approval u N Ordinance # Expiration Date: z Z Preliminary Map Approval p o� Other Construction Permits Received Right -of -Way Use Permit Grading Building/Structural '' I Other t:;T kI 4 140 Kit, Q1 011IRj's `r � NO St i1�10 ,W �LO Emergency w 911 p� Police- Fire- Rescue hw� h� _ RECOMMENDS FOR APPROVAL a Y' Date E`4 \C �wIQ, h co Fi� Engineer Plan Reviewer W >O Engineer Supervisor O C� Traffic & Planning Engineer W co C~ King County Conservation District U O OV Structural Review Engineer CQ O Other Phone SOOS CREEK WATER & SEWER DISTRICT 253-630-9900 Sanitary Sewer APPROVED FOR CONSTRUCTION SOOS CREEK WATER & SEWER DISTRICT 253-630-9900 DEPARTMENT OF DEVELOPMENT & ENVIRONMENTAL SERVICES Water District 0 King County, Washington Gas Company Power Company - - - - Date James H. Sanders, P.E. Call Before You Dig DIAL -A -DIG 1-800-424-5555 Development Engineer Notes 1. The Developer is required to notif the Land Use Services Division, Land Use Inspection Section (206� 296-6642, three days prior to the beginning of construction for a preconstruction conference and specifically request inspection before beginning: A. Installing siltation and erosion control measures B. Clearing and grubbing C. Earthwork D. Installation of any underground utility E. Before placing subbase, base or paving surfaces F. Installation of any forms or placing any concrete 2. A permit must be obtained from the office of the Resident Engineer, Washington State Department of Transportation, before any construction is started on any existing state route. 3. A Hydraulic Project Approval (HPA) Permit must be obtained from the Washington State Department of Fisheries prior to any work when required. Bonding. Information Restoration Bond Amount $ Performance Bond Amount $ L. KULWANT SINGH GREWAL 206-941-1647 d V ° ° , a� Name Phone 0 0 3 0 11808 SE 204TH ST., KENT, WA 98031 oUOJ ❑ 0 ❑ Address and Zip Code ❑ A Partnership ❑ An Individual a :C (1)v a) (DName Phone O O F_ ❑ ❑ Address and Zip Code ® A Corporation ❑ A Partnership ❑ An Individual CRAMER NORTHWEST INC. 253-852-4880 LE > a) Name Phone 945 N CENTRAL KENT, WA 98032 UV)OW �4 ❑ Address and Zip Code 00 0 V) to 0 J O oo Z:3 E C Z Z E >i -W 0- O 4-1 > -+ U �0 > � U 1- O 0- 00 License/Seal S. KR U£c wasy,1P �4�oF -;a 36049 p �v FG/ STE��. EXPIRES 11/26/2005 Sheet 1 of 3 0 9.g��' yC-98.68 0 Arc r - - - - 00 M 496- sN I 0 25.54' 1 US-1 zQ w S 2+ a¢ 41 A 2+00 1 � o N Nam"' TA 1+50 1 0 � I LOT AREAS: PARENT PARCEL: 45, 465± SQ. FT. (1.04± ACRE) LOT 1: 6,328± SQ. FT. (0.15± ACRE) LOT 2: 6,364± SQ. FT. (0.15± ACRE) LOT 3: 16,343± SQ. FT. (0.38± ACRE) LOT 4: 12,381 ± SQ. FT. (0.28± ACRE) JOINT USE DRIVEWAY TRACT: 4,047± SQ. FT. (0.09± ACRE) 94' SILT FENCE, DTL 2/2 100.00' 100.00' � \ LOT LOT 2 IN ��' 45.57' 100.00' - S89'3957"E 145.58' o i 200.01 ' 500 so CONSTRUCTION o ENTRANCE, DTL 1/2 SITE BENCHMARK: SET 60D NAIL IN WEST SIDE OF UTILITY POLE EL.=499.70 U.S. FEET EROSION CONTROL PLAN FOR GRE WAL SHOR T PLA T L 0 CA TED IN THE S.E. 914) OF THE N.E. 914, OF SECTION 32, T 0 WNSHIP 23 NORTH, RANGE 5 EAST, W.M. , KING COUNTY, WA SHING T ON S.E. 180TH STREET GENERAL NOTES s89'2342"E 568.79' (CALC'D.) 568.792' (PLAT) JI 1. All construction shall be in accordance with the King County Code (KCC), King County Road Standards (BASIS OF BEARINGS) 7(KCRS), King County Surface Water Design Manual (KCSWDM) and the conditions of preliminary subdivision US-4 approval. It shall be the sole responsibility of the applicant and the professional civil engineer to correct an PP P Y PP � P 9� Y error, omission, or variation from the above requirements found in these plans. All corrections shall be at no - - - - - - - - - - - - - - - - a additional cost or liability to King County. S89'3554"E 634.57' --_t255' 1199.37' �y8 LOT 3 \192.25' N89'3957"W 524.65' R198 1100 TREE LEGEND & TABLE: CONIFEROUS TREE DECIDUOUS TREE T-1: 25" FIR T-2: 8" CEDARS (2) T-3: 28" WALNUT T-4: 24" WALNUT T-5: 17" WALNUT s TEMPORARY EROSION CONTROL SEED MIX % Weight % Purity % Germination Chewings or red fescue 40 98 90 Festuca rubs var, commutate or Festuca rubra Annual or perennial rye 40 98 90 Lolium multiflorum or lolium perenne Redtop or colonial bentgrass 10 92 85 Agrostis alba or Agrostis tennis White dutch clover 10 98 90 Trifolium repens EX�S�\NG R = 25' MIN. 00. �y INSTALL DRIVEWAY CULVERT IF THERE IS A ROADSIDE DITCH PRESENT, AS PER KING COUNTY ROAD STANDARDS 4"-8" QUARRY SPALLS GEOTEXTILE 12" MIN. THICKNESS DTL 1/1, CONSTR UCTION NTS Cl f 1 2. The design elements within these plans have been reviewed according to the King County Department of 3o N Development and Environmental Services (DDES) Engineering Review checklist. Some elements may have BLOCK 1 0_ n been overlooked or missed by the DDES plan reviewer. Any variance from adopted standards is not allowed BANKERS 1ST ADDITION CID(VOL. 67, PG. 95) o unless specifically approved by King County prior to construction. ^?� 0 3. Approval of this road, grading, and drainage plan does not constitute an approval of any other construction 486 al I (e.g., domestic water conveyance, sewer conveyance, gas, electrical, etc.). � � o I: R9� 488 N z 4 Before any construction or development activity a preconstruction meeting must be held between the EDGE OF W • 490�ASPHALT ^ W ODES Land Use Inspection Section, the Applicant, and the Applicant's Construction Representative. \\ g �W N 5. A copy of these approved plans must be on the job site whenever construction is in progress. 235.19 GRAVEL DRIVE 40.00'LID T-2 T_ "a^0 SLOT 4 G - _ I z p bm 6. Construction noise shall be limited in accordance with King County Code (Section 12.88); normally, this is �; 3 yoUs o� N89 39 57"W a 0 7a.m. to 10 p.m. on weekdays and 9 a.m. to 10 p.m. on weekends. KCSP NO. 47702 ° ;� E o f 10.00 i Q T-4I I2 1� �, ;� �. 7. It shall be the Applicant s/Contractors responsibility to obtain all construction easements necessary before ° a o initiating off -site work within the road right-of-way. SHEDS TO BE I o I Y' O �* REMOVED IQ N (0 I 8. Franchised utilities or other installations that are not shown on these approved plans shall not be to I^ of iSHED ? LOT 1 KCSP N0.477028 constructed unless an approved set of plans that meets all requirements of KCRS Chapter 8 is submitted to 83' SILT FENCE, DTL 2/2 UNPLATTED UTILITY STRUCTURE TABLE: US-1: CATCH BASIN RIM EL.=496.40 SOUTH INV. EL.=493.90 (12" CMP) WEST INV. EL.=493.82 (12" CMP) US-2: CATCH BASIN RIM EL.=496.23 NORTH INV. EL.=494.58 (12" CMP) US-3: SSMH RIM EL.=487.25 SOUTH INV. EL.=480.70 (8" DIP) NORTH INV. EL.=480.63 (8" CONC.) US-4: SSMH RIM EL.=485.04 SOUTH INV. EL.=479.14 (8" CONC.) NORTH INV. EL.=479.07 (8" CONC.) US-5: SSMH RIM EL.=497.28 SOUTH INV. EL.=485.43 (12" PVC) EASTY INV. EL.=485.48 (12" PVC) US-6: SSMH RIM EL.=498.17 NORTH INV. EL. = 483.47 (12" PVC) WEST INV. EL.=483.15 (12" CONC.) SOUTH INV. EL.=483.50 12" CONC.) AS PER KING COUNTY ROAD STANDARDS, DRIVEWAYS SHALL BE PAVED TO THE EDGE OF R-O-W PRIOR TO INSTALLATION OF THE CONSTRUCTION ENTRANCE TO AVOID DAMAGING OF THE ROADWAY IT IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD PROVIDE FULL WIDTH OF INGRESS/EGRESS AREA T TRANCE' SHED T_ 1 �, N the DDES Land Use Inspection Section three days prior to construction. - - 132.39' - N89'39'57"W 110.00_ - 30� 9. Datum shall be NAVD 1988 unless otherwise approved by DDES. 10. Groundwater system construction shall be within a right-of-way or appropriate drainage easement, but not underneath the roadway section. All groundwater systems must be constructed in accordance with Section B1 3.02 of the APWA Standard Specifications. 11. All utility trenches shall be backfilled and compacted to 95 percent density. 12. All roadway subgrade shall be backfilled and compacted to 95 percent density (WSDOT 2-06.3). 13. Open cutting of existing roadways is not allowed unless specifically approved by DDES and noted on these approved plans. Any open cut shall be restored in accordance with KCRS 8.03(B)3. 14. The Contractor shall be responsible for providing adequate safeguards, safety devices, protective equipment, floggers, and any other needed actions to protect the life, health, and safety of the public, and to CATCH BASIN protect property in connection with the performance of work covered by the contractor. Any work within the GRATE traveled right-of-way that may interrupt normal traffic flow shall require at least one flogger for each lane of traffic affected. Section 1-07.23, "Traffic Control," of the WSDOT Standard Specifications shall apply in its I NOTE: THIS DETAIL IS ONLY entirety. = I I OVERFLOW ALLI I= SCHEMATIC. ANY INSERT IS SOLID I_ 0.50C.F, -OF WED A STORAGE, T HAS A MIN. MEANS WALLS TO DEWATER THE STORED FILTER MEDIA I SEDIMENT, AN OVERFLOW, AND FOR DEWATERING - 111= CAN BE EASILY MAINTAINED. POROUS BOTTOM NTS RECOMMENDED CONSTRUCTION SEQUENCE 1. Pre -construction meeting. 2. Flag or fence clearing limits. 3. Post Notice of Construction Activity sign with name and phone number of ESC supervisor. 4. Install catch basin protection if required. 5. Grade and install construction entrance(s). 6. Install perimeter protection (silt fence, brush barrier, etc.). 7. Maintain erosion control measures in accordance with King County standards and manufacturer's recommendations. 8. Relocate erosion control measures or install new measures so that as site conditions change the erosion and sediment control is always in accordance with the King County Erosion and Sediment Control Standards. 9. Cover all areas that will be unworked for more than seven days during the dry season or two days during the wet season with straw, wood fiber mulch, compost, plastic sheeting or equivalent. 10. Stabilize all areas that reach final grade within seven days. 11. Seed or sod any areas to remain unworked for more than 30 days. 12. Upon completion of the project, all disturbed areas must be stabilized and best management practices removed if appropriate. JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR EQUIVALENT TO ATTACH FABRIC TO POSTS. 2"x2" BY 14 Ga. WIRE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED FILTER FABRIC •- r Z N - [- - mLT(� 1Tf _mTff�IT EPP 6 MAX. MINIMUM 4 x4 TRENCH F N BACKFILL TRENCH WITH / t NATIVE SOIL OR 3/4"-1.5" POST SPACING MAY BE INCREASED WASHED GRAVEL TO 8' IF WIRE BACKING IS USED NOTE: FILTER FABRIC FENCES SHALL BE 2"x4" WOOD POSTS, STEEL FENCE INSTALLED ALONG CONTOUR WHENEVER POSSIBLE POSTS, REBAR, OR EQUIVALENT D TL 21,2, SIL T .1�'E iC1E NTS EROSION AND SEDIMENT CONTROL NOTES 1. Approval of this erosion and sediment control (ESC) plan does not constitute an approval of permanent road or drainage design (e.g., size and location of roads, pipes, restrictors, channels, retention facilities, utilities, etc.). 2. The implementation of these ESC plans and the construction, maintenance, replacement, and upgrading of these ESC facilities is the responsibility of the applicant/ESC supervisor until all Construction is approved. 3. The boundaries of the clearing limits shown on this plan shall be clearly flogged by a continuous length of survey tape (or fencing, if required) prior to construction. During the construction period, no disturbance beyond the clearing limits shall be permitted. The clearing limits shall be maintained by the applicant/ESC supervisor for the duration of construction. 4. The ESC facilities shown on this plan must be constructed prior to or in conjunction with all clearing and grading so as to ensure that the transport of sediment to surface waters, drainage systems, and adjacent properties is minimized. 5. The ESC facilities shown on this plan are the minimum requirements for anticipated site conditions. During the construction period, these ESC facilities shall be upgraded as needed for unexpected storm events and modified to account for changing site conditions (e.g., additional sump pumps, relocation of ditches and silt fences, etc.). 6. The ESC facilities shall be inspected daily by the applicant/ESC supervisor and maintained to ensure continued proper functioning. Written records shall be kept of weekly reviews of the ESC facilities during the wet season (Oct. 1 to April 30) and of monthly reviews during the dry season (May 1 to Sept. 30). 7. Any areas of exposed soils, including roadway embankments, that will not be disturbed for two days during the wet season or seven days during the dry season shall be immediately stabilized with the approved ESC methods (e.g., seeding, mulching, plastic covering, etc.). 8. Any area needing ESC measures not requiring immediate attention shall be addressed within fifteen (15) days. 9. The ESC facilities on inactive sites shall be inspected and maintained a minimum of once a month or within forty-eight (48) hours following a storm event. 10. At no time shall more than one (1) foot of sediment be allowed to accumulate within a catch basin. All catch basins and conveyance lines shall be cleaned prior to paving. The cleaning operation shall not flush sediment -laden water into the downstream system. 11. Stabilized construction entrances and roads shall be installed at the beginning of construction and maintained for the duration of the project. Additional measures, such as wash pads, may be required to ensure that all paved areas are kept clean for the duration of the project. 12. Any permanent flow control facility used as a temporary settling basin shall be modified with the necessary erosion control measures and shall provide adequate storage capacity. If the facility is to function ultimately as an infiltration system, the temporary facility must be graded so that the bottom and sides are at least three feet above the final grade of the permanent facility. 13. Where straw mulch for temporary erosion control is required, it shall be applied at a minimum thickness of 2 to 3 inches. 14. Prior to the beginning of the wet season (Oct. 1), all disturbed areas shall be reviewed to identify which ones can be seeded in preparation for the winter rains. Disturbed areas shall be seeded within one week of the beginning of the wet season. A sketch map of those areas to be seeded and those areas to remain uncovered shall be submitted to the DDES inspector. The DDES inspector can require seeding of additional areas in order to protect surface waters, adjacent properties, or drainage facilities. LEGAL DESCRIPTION: (AS PROVIDED BY CLIENT) LOT 2 OF KING COUNTY SHORT PLAT NO. 477028, DESCRIBED AS: THAT PORTION OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, IS DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF LOT 1, BLOCK 1, BANKER'S FIRST ADDITION, ACCORDING TO THE PLAT RECORDED IN VOLUME 67 OF PLATS, PAGE 95, RECORDS OF KING COUNTY, WASHINGTON, THENCE SOUTH 01'1523" WEST 15 FEET; THENCE NORTH 890'3957" WEST 110.00 FEET; THENCE SOUTH 01'1523" WEST 68.042 FEET; THENCE NORTH 89'39'57' WEST 524.65 FEET, THENCE NORTH 01'18'12" EAST 83.819 FEET TO THE SOUTH LINE OF SAID PLAT;THENCE SOUTH 89'3554" EAST ALONG SAID SOUTH LINE 634.57 FEET TO THE POINT OF BEGINNING. BENCHMARK: KING COUNTY SURVEY CONTROL POINT NO. 5809 DESCRIBED AS A 4" X 4" CONCRETE MONUMENT WITH LEAD & TACK IN CASE SET 0.65' BELOW GRADE, LOCATED AT THE INTERSECTION OF S.E. 192ND STREET AND 116TH AVENUE N.E. ELEVATION=514.97 U.S. FEET DATUM. NORTH AMERICAN VERTICAL DATUM OF 1988 PER KING COUNTY DEPARTMENT OF PUBLIC WORKS SITE BENCHMARK. SET 60D NAIL IN WEST SIDE OF UTILITY POLE AT S. W. CORNER OF PARENT PARCEL. EL.=499.70 U.S. FEET CONTOUR INTERVAL: 2.00 U. S. FEET ,!BBREVZATIONS BLC - BUILDING CORNER MH - MANHOLE C - COMPACT MJ - MECHANICAL JOINT CB - CATCH BASIN OVHD - OVERHEAD CL - CLASS PLO - PROPERTY LINE CO - CLEAN OUT R - RADIUS D - STORM DRAIN R/W - RIGHT-OF-WAY DDCV - DOUBLE DECTOR CHECK VALVE S - SANITARY SEWER DI - DUCTILE IRON SQ FT - SQUARE FEET DS - DOWNSPOUT S/W - SIDEWALK D/W - DRIVEWAY TC - TOP OF CURB EL - ELEVATION TP - TEST PIT ESMT - EASMENT U.N.O. - UNLESS NOTED OTHERWISE FD - FOUNDATION DRAIN S - SOUTH FOC - FIRE DEPT. CONNECTION W - WEST FF - FINISH FLOOR E - EAST FHY - FIRE HYDRANT N - NORTH `L - FLANGE JOINT NW - NORTHWEST l;l/C - HANDICAP SW - SOUTHWEST Ir - INVERT ELEVATION NE - NORTHEAST 1 - LINEAR FEET SE - SOUTHEAST i/S - LANDSCAPING LEC IVD.- DESCRIPTION NEIY EXISTING STORM SEWER EX_ STORM SANITARY SEWER 5 EX. SEWER WATER EX_ WATER AC PAVING ,�.';�,::; CONC. SIDEWALK SPOT ELEVATIONS xXx CONTOURS 50 50 PARKING O O STORM CATCHBASI N SANITARY SEWER MANHOLE 'WATER VALVE FIRE HYDRANT UTILITY POLE DECIDUOUS TREE CONIFER TREE GUY WIRE POLE O GUY WIRE WATER METER KING COUNTY D.D.E.S. Review Engineer Completion Date Senior Engineer Completion Date JAMES H. SANDERS, P.E. DEVELOPMENT ENGINEER Approval Date Comments: W zW �Wp�c 02Z¢VOW O vC �W0V�O~x ~� Ca �3x0 3 cn-tz bud ��VOO°Vz°(L W o����gozQ90 m2~0= uJor NP(jR, vir`ZQ-0'� �j z�x/1zZCQ�WU�� O V) it-6 O Woc �•=Z 3 ZO CL-i �V V mOm ��Xz``Z o" 3 or i_c �zZ oZWo vZiW2 SQ�(nr- p O °Como �5�asUM O2D2O U VQN�LCU) OK O �WOcna, Z�Uc9_U�I-z z00`Z?j�§V,- FO O0 o UZWN O= W E-, 8. W�Woo �w w F, 4 >, ...� � d co � h CQ f Cb CCO RiO� r� v 1 � � �-4 d E,M �>1 U� w CQ O 0 O W V) Q LLLJ Ld Z_ O W X LOLO LO toN � ^N �N N O O in W 1- w Q M N Q' 0 C7 N 00 L 0 o o N w � 3 Y 000 W o ° N �® Li N E Y V) O V J, 00 J_ i-- a I a °D II Z U O wQ UN ur ° 't 0 (" o 0 o000 04 N I d- Ln 0^0 N to 0 N >_ N .. m z0 z am 00 ROAD AND DRAINAGE PLAN FOR GRE WAL SHOR T PLA T L 0 CA TED IN THE S. E. 114, OF THE N. E. 114, OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., DING COUNTY, WA SHING T ON S.E. 180TH STREET I S892342 "E 568.79' (CALC'D.) 568.792' (PLAT) ,l g ? �`�42" . _ — (BASIS OF BEARINGS))JAI I �� � US-4 LOT AREAS: Q PARENT PARCEL: 45,465± SQ. FT. (1.04± ACRE) 30' N o• 9R05�,ys ' 9� LOT 1: 6,328± SQ. FT. (0.15± ACRE) BLOCK 1 p BANKERS 1ST ADDITION -� ®� LOT 2: 6,364± SQ. FT. (0.15± ACRE) d (VOL. 67, PG. 95) 4� ®J LOT 3: 16,343± SQ. FT. (0.38± ACRE) g _ U C3 uses LOT 4: 12,381 ± SQ. FT. (0.28± ACRE) 486 pl I JOINT USE DRIVEWAY TRACT: A9 488 I I i o l 4,047± SQ. FT. (0.09± ACRE) / ) ' c' EDGE OF W ;.5, Y=5 79.9 DRAINAGE EASEMENT (/ 490 ASPHALT � 1�10 DPIVEW�Y TRENQ2 DTL 3/3� s89.35'S4"E s34.57' $ I a 2 X 35 DISPERSI � TRENCH _ — — — — — I — — — — — — - �-I -_-__ N ,}••}, 100.00 $ — — — 0 \ 100.00' � 199.37' ° �235.19 , T-2 i GRAVEL DRIVE 0.00 I L O T \ 6 T_^nroL 0 T 4 �v N89'39'S7"W C� N I LOT 2 LOT 3 � M HOUSE-o �, 496" ®27 VC N \ ,� N. LOT 2 KCSP N0.47702 ° °p 110.00 2 i irg 1 - N 100 \ I ro 10 NEW HOW,11 DOWNSPOUT T-41 I m 2 Q I o® TYPIC& ISPERSION TRENCH � o Red-4•y4.b BASIN I F "� o `� U I r3 0� �' °p v o ss'47 oe , a BOUNDARY o DTL 1 /3, TYP � ••• „� o o �, 00 60 Are=2 :4b 2 v� io N rn AVED APRON PAVING 4 a 25.54 45.57 100.00' END JUDSTA O 6 \ T- I I a n I PER DTL 5/3 .. t ........................ ... .. LOT 1 KCSP NO.477G.8 d ; ::.•::: t: SAA:39.5 Z :1:45:5 :::::::::: ::::;::::: ' STA 0+00 $Us ...:::: C C2.......... ° syEo BEGIN JUD :::::.. ..'•::::::: ? ..... .... ' .................................... 9..5�0::: ,. _ _ _ _ , 9 ` 2 39' _ 192.25 6� �- 13 . N893957"W 110.00' 30' US-1 TYPE 1 CB — — N89'3957"W 524.65' r=f` M=49 W-vcocociml N ag2 OINT USE DRIVEWAY x soo TRACT, DTL 2/3 •.,`_:,; RELOCATE POWER POLE BY PSE T' "3 SITE BENCHMARK: SET 600 NAIL IN MAILBOX WEST SIDE OF UTILITY POLE • i:' ' ':; ' EL.=499.70 U.S. FEET DTL 1/1 WIDEN AND PAVE -' EX CUL-DE-SAC, DTL 5/3 •h4{;. •' CENTER = STA 2+89.69, 21.14 LT ±` PAVE EXIST. 2+50 GRAVEL LIMITS 2"OVERLAY Q. r:. 2 2+00 DRIVEWAY THE NCl- $1 3 /3 44' 8" PVC C 2% MIN UNPLATTED TYPE 1 CB 2117R 91 TREE LEGEND & TABLE: CONIFEROUS TREE �J DECIDUOUS TREE T- 1: 25" FIR T-2: 8" CEDARS (2) T-3: 28" WALNUT T-4: 24" WALNUT T-5: 17" WALNUT - NST 1+501 ROAD & D INA G.E' PLAN NO TE: ALL FUTURE HOMES SHALL BE SPRINKLERED. REQUIRED�DEPENDING ON SOIL • CONDITIONS. SEE SEC. 4.02 UTILITY STRUCTURE TABLE: US-1: CATCH BASIN RIM EL.=496.40 SOUTH INV. EL.=493.90 (12" CMP) WEST INV. EL.=493.82 (12" CMP) US-2: CATCH BASIN RIM EL.=496.23 ,NORTH INV. EL.=494.58 (12" CMP) US-3: SSMH RIM EL.=487.25 SOUTH INV. EL.=480.70 (8" DIP) NORTH INV. EL.=480.63 (8" CONC.) US-4: SSMH RIM EL.=485.04 SOUTH INV. EL.=479.14 (8" CONC.) NORTH INV. EL.=479.07 (8" CONC.) US-5: SSMH RIM EL.=497.28 SOUTH INV. EL.=485.43 (12" PVC) EASTY INV. EL.=485.48 (12" PVC) US-6: SSMH RIM EL.=498.17 NORTH INV. EL.=483.47 (12" PVC) WEST INV. EL.=483.15 (12" CONC.) SOUTH INV. EL.=483.50 12" CONC.) 20'-0; MIN. o• nN nM notched g grade board '�•,�� 2"x 2" notches 18" o.c. A O LO galvanized bolts ,a 0 10, pipe O. D. 1'-U 1'-0 I11111 min end cap or plug 0 P y e clean out wY from pipe � a 4 v�tr� 4" or 6" perforatod pipe laid flat/II Q V 61 v type 1 CB w/solid cover (locking) A influent pipe (rnax design flow <_ 0.5 CFS per trench) ¢ 40 a 4° v¢ Q� clean out wye from pipe d �� n PLAN NTS pipe 10-0 11-0 r, pressure 1 • r, . treated grade 46, cIt-1,f 4" or 6" perforated board 171 0 Vz,, . • p- laid flat %`, • r�r 4 4" x 4' support p 5 washed rock x. V ; filter fabric . max for•••- quality treatment in rural areas. SECTION A -A NTS DrPL ,2�3, JOINT USE DRIVET WA : T DTL 3/3, DISPERSION T. NTS NTS DTL 1.13 NTS flow to second dispersal trench if necessary B ;over flow to other branching CB's as necessary 18" O.C. I -� I.-- 2» T - ---- a 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. `4 0 A Q ° a ° vo° °level outlet ° VQ dQ OQo 0 00 av °° p 0v°0 40 o V °° " '5 00 o4°p 0oQ°o9 °°° 6 min o 00Q Q o06 o 00o Q ° ° OQ °°° 4" perf pipe " °oQ ° 7VOQ aQ 0 4 18 min ap0 ° o ooc a70 °° a ° a a oo aa°a°0p o I ig -314 10sw rod, 00 O p 00po0 00a0o 40 000 0 ao00p°0oV ° O 0 0 0 0 0 0° 0 0 L-24" min -- TRENCH X-SECTION NTS slope --- small catch basin or yard drain 2' x 10' level trenches PLAN VIEW OF ROOF NTS DO WNSPO CB standard dispersion trench w/ notched grade board length 100' per 700 sq. ft. of roof area, see Figure 4.2.2.0 of the Surface Water Design Manual MT1 I.E .R SION TR E'NCH N • TRENCHES SHALL BE LOCATED 5' FROM ANY BUILDING OR PROPERTY LINE AND 25' FROM A DOWNSTREAM PROPERTY LINE. DRIVEWAY TRENCH CALCULATIONS: TRENCH 1: 1037 SF/700 SF = 1.48 1.48 X 10 = 14.8' LENGTH USE 2' X 15' TRENCH TRENCH 2: 2450 SF/700 SF = 3.5 3.5 X 10 = 35' LENGTH USE 2' X 35' TRENCH 2" COMPACTED DEPTH CLASP ASPHALT CONCRETE 4" MIN. ATI ADDITIONAL TREATMENT MAY . REQUIRED DEPENDING ON SOIL CONDITIONS. SEE SEC. 4.01 & 4.02 DTL 513, CUL DE SAC AND NTS PA VED APRON PAVING *TOP OF LIP AT DRIVEWAYS VARIES 10" 60 ! 1/2" 5" 2 1/e » ONCRETE CURB NOTES: 1. SEE SEC. 3.04 K.C.R.S. FOR JOINT REQUIREMENTS. 2. SEE DRAWING NO. 1-006 FOR CONFIGURATION OF FILL & WALKWAY BEHIND CURB IF REQUIRED. 3. SEE SEC. 3.03 FOR EXTRUDED CURB ANCHORAGE. D TL 4/3, CURB NTS KING COUNTY D.D,E.S. Review*- Engineer Completion Date Senior Engineer Completion Date JAMES H. SANDERS, P.E. DEVELOPMENT ENGINEER Comments: Approval Date IV �° L oo� U'A(n ,,a �Zo��ooQo� 030Z�p(��pm 00 Uj WWUv°UZOW W O U'n0 Z 00 2v�i2Z�Q�WUc~n� o.xx'�00 O� Wtn t1• W O E --' to ® W r-W itp O Q. V 0 m, 03 2 3 Q:���s0 ® 000z4 ��tiU CJ U7dN�j�j0�Q. -O"�U�j��UVOO W U" fl - Qa 0 Q w O ^ O GO N r E, ® w CO �a V 0 Z ZZi J I� ON x O � C) O L0 N O O 'n : W 00 W ~ M U) 0 CA 00 00 f of � m � 3 r- 0 o W 3 "' Y C .. CO m W W E O p O sN W E . 00 .I ?- O a I a 00LAJ III o� W L-WUJ U o W .� U") v 0 0 0000 r� cV O 00 N Ln O cV >" N Zz 3 �M O. CONDITIONS OF APPROVAL File Name: 1 20APkit Application Date: March 10, 2003. Revision Date: June 16, 2003 This short subdivision is granted preliminary approval subject to the following Conditions of Approval. These conditions are based on a field visit and current information the applicant has provided about the short subdivision property. Occasionally, in satisfying the Conditions of Approval, a more definitive land use limitation of the property may be revealed. New information (such as final Health approval or sensitive areas review) may require additional conditions and may reduce the number of lots. Final approval will be granted after compliance with the Conditions of Approval. Key codes and guidelines have been noted to provide guidance in preparing the required plans and other documents. Compliance with some of the following conditions will require that engineering plans be prepared by a professional civil engineer licensed in the State of Washington. 1. Title 19A A. The short subdivision shall comply with all provisions of Title 19A. B. The final review process must be completed prior to recording of the short subdivision. The Department of Development and Environmental Services (DDES) strongly recommends the Final Short Plat be submitted at least one year prior to the expiration date of the project, The Final Short Plot submittal package includes: 1. A surveyed map page (four sets) including lot area closure calculations; 2. Final health approval from the King County Health Department (different from preliminary health approval); 3. A current short plat certificate and supporting documents (easements, etc.); 4, Payment of the Final Short Plat submittal fee; 5. A copy of this letter (preliminary approval letter). A licensed land surveyor shall be hired to prepare the final short subdivision documents. These documents shall comply with all of the following conditions for final approval: C. All persons having an ownership interest in the subject property are required to sign the final short subdivision. D. If modifications to the approved preliminary site plan (attached to preliminary approval letter) are needed to accomplish engineering design or final short plat, then a revised preliminary site plan shall be submitted to DDES for review and approval. The revised site plans shall be submitted with the engineering plans or the final short plat submittal. 2. Surface Water Management (KCC 9) 1998 King County Surface Water Design Manual (SWDM) A. This short subdivision proposal qualified for Targeted Drainage Review per section 1.1.2.2, Final short subdivision approval shall require full compliance with drainage provisions and storm drainage requirements of this section. Compliance may result in reducing the number and/or location of lots shown on the approved preliminary plot plan. The conditions outlined below are site - specific drainage conditions per Category 2: (1) Core Requirement #1 - Discharge at the Natural Location (2) Core Requirement #2 - Off -Site Analysis (3) Core Requirement #3 Flow Control !z3 Ctor� c S ys n ,, ., a,�,,i,t-t�Ar+! #4 - Conve�n:� .�.a ..m _ (5) Core Requirement #5 - Erosion & Sedimentation Control (6) Core Requirement #6 - Maintenance and Operation _. . (7) Core Requirement #7 - Financial Guarantees & Liability (8) Core Requirement #8 - Water Quality B. A professional civil engineer licensed in the State of Washington shall prepare a Technical Information Report and/or engineering plans per Chapter 2, of the 1998 King County Surface Water Design Manual, ` C, For the post -developed conditions, discharge of surface runoff from the subject development must be made to a legal acceptable downstream discharge location, Engineering plans shall clearly show that the downstream storm discharge connections) from the subject property is not made to any existing system that is connected to any sanitary sewer system. 3. Health (KCC 13) This project is exempt from further King County Heath Deportment review, However, if improvements are required from the Sewer and/or the Water District, then verification shall be required from said District(s) that the improvements have been bonded and/or installed, prior to final recording of the short plat. 4. Road Standards (KCC 14) 1993 King County Road Standards, Ordinance 11187 Final short subdivision approval shall require full compliance with the provisions set forth in the King County Road Standards including engineering plans for all road improvements. The engineering plans shall be prepared by a professional civil engineer licensed in the State of Washington. DDES strongly recommends the Engineering Plcns be submitted at least two years prior to the expiration date of the project. The following conditions are road requirements for this short subdivision and shall be satisfied, unless a variance is obtained, A. A road variance (File Number: L02VO052) has been granted for this short subdivision application. The following conditions reflect the requirements of the road variance: 1, The minimum horizontal centerline curve radius is 34-feet 2. A vertical curb must be placed along the south edge of the JUD 3. One foot of separation Is required between the vertical curb and the south property line, 4. Widen existing cul-de-sac bulb at the north terminus of 114th SE to the extent possible, B. Replace existing gravel surface at the north terminus of 114th Ave. SE with paced surfacing per the 1993 KCRS. C, Private access to Lots 1, 2 and 3 shall be shown as a joint -use driveway tract per KCRS Section 3,01. The tract shall be an undivided ownership to the lots it serves, and the lot owners shall be responsible for its maintenance. The tract shall be 20 feet wide with a 18-foot-wide paved surface with controlled drainage. The tract shall be a minimum of 20 feet in length, A paved apron shall extend from the existing edge of pavement of 116th Ave, SE to its westerly right-of-way line, Radius returns on the paved apron shall have 10- foot radii. is D. The following notes shall be shown on the final recorded short subdivision: 1, Warning: King County has no responsibility to build, improve, mainteln or ctherwise service the private roads contained within or providing service to the property described in this short subdivision, 2. All private casements and/or tracts to be maintained, repaired, and/or rebuilt by the owners of the parcels having legal access therefrom and their heirs, a::signs or successors, unless and until such roads are improved to 'r'.'ing County standards and are dedicated and accepted by King County for maintenance. E; All restrictions, easements, tracts, and their purpose shall be shown on the final recorded short subdivision. F, Prior to engineering plan approval, the applicant shall contact the Washington State Departrient of Transportation to obtain a permit to access the state road system. 5, Building crd Construction Standards (Title 16) Grading. The applicant shall comply with all applicable provisions of KCC 16,82. 6. Fire Code ;KCC 17) Section 902 of the 1997 Edition of Uniform Fire Code A. The propo!ied Joint Use Driveway Tract (JU DT) shall be a minimum width of 20 feet, with an all-weather surface capable of supporting 25 tons. B. A minimur:i 80-foot- diameter cul-de-sac shall be provided at the north terminus of 114th Avenue Southeast. C. A note shill be placed on the final recorded short subdivision indicating the requirement !lot all future residences be sprinklered. Sprinklers shall be required unle:,s otherwise approved by LUSD or its successor agency. 7, Zoning Co;he (KCC 21A) A, Density c^d Dimensions (KCC 21A,12) All lots shall meet the density and dimensions requirements of the R-8 zone classification or shall be as shown on the face of the approved preliminary short subdivi:;!on, whichever is larger. Minor revisions to the short subdivision, 01ch do not result in substantial changes and/or do not create additional Iot,i may be approved at the discretion of LUSD. B. This site i i subject to the Significant Tree Retention Standards. However, no significant tees appear to exist on the site, 8. Road Mitigation Payment System The applicant shall comply with Road Mitigation Payment System (MPS), by paying the required '.iPS fee as determined by King County Deportment of Transportation, plus an admi;iistrotive fee. The applicant has on option to either: 1. Pay the Mi'S fee at final short subdivision recording and the MPS administrative fee at final short subdivision application, or 2. Pay the VIS fee at building permit issuance and the MPS administrative fee at the time of 1 ullding permit application, If option 1 'A chosen, then the following note shall be shown on the final short plat: , MPS FED' All feas r= %.: -tA by King County code 14.75, Mitigation Payment C�ctero_NP' :,hmlia been: pals!• + . If option 2 s chosen, then the following note shall be shown on the final shoe; plat: i MPS FEE NOTICE: This short pk-,` is subject to King 'County Code No. 14.75, King County Road Mitigati )r, Payment System (MPS). The MPS fees -plus the MPS administrative fee sholl be paid at the time of building permit application al the rate in effect at that time. 9. State Envi•onmental Policy Act (SEPA) This short s,1Aivision was considered under the provisions of the State Environmental Policy Act (":1'A), A DNS was issued on October 31, 2003. 10, Other Cc, ,siderations Preliminary aprovol of this application does not limit the applicant's responsibility to obtain any required permit or license from the State or other regulatory body. This may include )btaining a forest practice permit from the Washington State Department of Natural Resources for tree removal. 4' MAX. OVERHANG EACH SIDE 14>��►�L��]7 NOTES: 1. SEE SEC. 5.04. 2. MAILBOX INSTALLATIONS ON PROJECTS FUND[, D BY FEDERAL GRANTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH WSDOT/APWA STANDARD PLAN H-12. 3. REVIEWING AGENCY MAY APPROVE INSTALLATONS OF MAILBOXES WITHOUT TURNOUT IF CONSTRUCTED IN CONFORMANCE WiTH WSDOT/APWA STANDARD PLAN H-12. 4. MAILBOX HEIGHT VARIES ACCORDING TO THE TYPE OF DELIVERY VEHICLE. THESE HEIGHTS SHALL BE DETERMINED BY TIDE POSTMASTER DURING PLAN REVIEW. D TL 1, MAILBOX NTS Vicinity Map 7 W 00 FL a _18 Soils Map NTS NTS Notice Required Contractors shall notify operators who maintain underground utility lines in the area of proposed excavation or blasting at least two business days, but not more than ten working days prior to commencement of excavation or demolition in accordance with RCW Title 19. Names and telephone numbers of the operators of underground utility lines in this project appear below. These numbers shall also be used to serve in an emergency conditions as required. Phone SOOS CREEK WATER & SEWER DISTRICT 253-630-9900 Sanitary Sewer SODS CREEK WATER & SEWER DISTRICT 253-630-9900 Water District Gas Company Power Company Site Plan Approval Approval of these plans is for construction of road and drainage rr 11• improvements, site drainage & grading and temporary erosion V N control in unincorporated King County only. These plans do not W authorize any other utility approval or improvements proposed Z in any State right of way. Z Site plan approval is void if the commercial building permit has -,�„-� not been obtained or renewed within- two years of approval, CL Subdivision plan approval is void if the final plat is not recorded prior to the preliminary plat approval expiration. 4d PRO RATA SHARE ASSESSMENT ANALYSIS N (County Use Only) o Section Township Range Tax Parcel Number O >- 131 2 1 21 3 1 5 1 E 1 31 21 21 31 01 51 1 91 1 19171 W Site Location is within the — drainage shed(s) N Pro Roto Share Assessment(s) ore: ❑ Required ❑ Not Required from the site due to development for increased storm water runoff. Peak Runoff Assessment Rates ) per c.f.s. increases,(10 year, 2 hour storm) Peak Volume Assessment Rotes ) per Ac. Ft. increases.(2 year, 2 hour storm) W L+J Z AGREEMENTS, PLAN REFERENCES, PERMITS ETC. C`7 Z Date T 1 W Preliminary Plat Approval v Ordinance # Expiration Date: Preliminary Map Approval Other Construction Permits Received _ Right -of -Way Use Permit Grading Building/Structural Other Emergency 911 Police— Fire— Rescue S t, RECOMMENDED FOR APPROVAL Dote Engineer Plan Reviewer Engineer Supervisor Traffic & Planning Engineer ' King County Conservation District Structural Review Engineer Other APPROVED FOR CONSTRUCTION DEPARTMENT OF DEVELOPMENT & ENVIRONMENTAL SERVICES King County, Washington Date James H. Sanders, P.E. D 1 t E 1 Coll Before You Dig DIAL —A —DIG 1-800-424-5555 eve opmen ng neer Notes 1, The Developer is required to notify the Land Use Services Division, KULWANT SINGH GREWAL 206-941-1647 Land Use Inspection Section (206) 296-6642, three days prior to the beginning. a of construction for a preconstructlon conference and specifically request —°y o v (1)Name Phone inspection before beginning: A. Installing siltation and erosion control measures 0 o � 0 p U o - 11808 SE 204TH ST•, KENT, WA 98031 B. Clearing and grubbing C. Ecrthwork ❑ 0 ❑ Address and Zip Code D. Installation of any underground utility E. Before placing subbase, base or paving surfaces F. Installation of any forms or placing any concrete ❑ A Partnership ❑ An Individual 2. A permit must be obtained from the office of the Resident Engineer, i a Washington State Department of Transportation, before any construction r is started on any existing state route. Name Phone 3. A Hydraulic Project Approval (HPA) Permit must be obtained from the . C 3 W Washington State Department of Fisheries prior to any work when required. O U f`— 101 Address and Zip Code Bonding Information ® A Corporation ❑ A Partnership ❑ An Individual Restoration Bond Amount $ CRAMER NORTHWEST INC. 253-852-4880 c Name Phone Performance Bond Amount (u n c' 945 N CENTRAL KENT, WA 98032 U Ln — — C ❑ Address and Zip Code N 1 � N N N � v1 nUJ e O N CO v Q m ►'1 3 0 o 0 W u 3 E ' CO � �a U r Lj 00 m cZ W�.. o v It o o .., co w N Cal _~ 0 W .di Z0 Z Z CIO es � Cv O E. C b -4�. > ra A CID ® > �O Q S 3Si1 bN�l 100 qwl V 9 130 L- L O E Z� E E -r C � Z Z La. �> = U ® U O License/"'al KRu WASyC�, O. .D.E.S. 10 � A y / 36049 �QMA L rC ' ,L1;� .� EXPIRES 11/26/2005 1 Sheet 1 of 3 � oss�z o z7 . EROSION COAVTROL PLAN FOR GRE WAL SHORT PLA T L 0 CA TED IN THE S. E. 114, OF THE N. E. 114, OF SECTION 32, TOWNSHIP 2:' NORTH, RANGE 5 EAST, W.M. , KING COUNTY., WASHINGTON LEGAL DESCRIPTION: S.E. 180TH STREET , GENERAL NOTES ( AS PROVIDED BY CLIENT) S8923-42"E 568.79' (CALC'D.) 568.792' (PLAT) 1, All construction shall be in accordance with the King County Code (KCC), King County Road Standards LOT 2 OF KING COUNTY SHORT PLAT NO. 477028, DESCRIBED AS. ��•34'q,2"---' (BASIS OF BEARINGS) (KCRS), King County Surface Water Design Manuel (KCSWDM) and the conditions of preliminary subdivision THAT PORTION OF THE NORTHEAST QUARTER OF THE SOUTHEAST s 8.68 o US-4 approval. It shall be the sole responsibility of the applicant and the professional civil engineer to correct any QUARTER OF THE NORTHEAST QUARTER OF SECTION 32, TOWNSHIP �•�. �. -" _ _ S error, omission, or variation from the above requirements found in these plans. All corrections shall be at no 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY. WASHINGTON, IS a additional cost or liability to King County. DESCRIBED AS FOLLOWS: e LOT AREAS: N Br„"6NNING AT THE SOUTHEAST CORNER OF LOT 1. BLOCK 1, BANKER'S , � 2. The design elements within these plans have been reviewed according to the King County Deportment of FIPST ADDITION, ACCORDING TO THE PLAT RECORDED IN VOLUME 67 OF PARENT PARCEL: 45,465± S0. FT. (1.04± ACRE) 30 N Development and Environmental Services (DDES) Engineering Review checklist, Some elements may have PLATS, PAGE 95, RECORDS OF KING COUNTY, WASHINGTON; LOT 1: 6,328± SQ. FT. (0.15± ACRE) BLOCK 1 been overlooked or missed by the DDES plan reviewer. Any variance from adopted standards is not allowed THENCE SOUTH 01'15'23" WEST 15 FEET; BANKERS 1ST ADDITION w p w unless specifically approved by King County prior to construction. THENCE NORTH 890'3957" WEST 110.00 FEET; LOT 2: 6,364± SQ. FT. (0.15± ACRE) (VOL, 67, PG. 95) N C) THENCE SOUTH 01'15'23" WEST 68.042 FEET; LOT 3: 16,343± SQ. FT, (0,38± ACRE) 3. Approval of this road, grading, and drainage plan does not constitute an approval of any other construction THENCE NORTH 89'3957' WEST 524.65 FEET; K'6 � elk l (e.g„ domestic water conveyance, sewer conveyance, gas, electrical, etc.). THENCE NORTH 01'18'12" EAST 83.819 FEET TO THE SOUTH LINE OF LOT 4: 12,381± SO. FT, (0.28± ACRE) �I �' I SeVD PLAT;THENCE SOUTH 89.35*54" EAST ALONG S41D SOUTH LINE 488`--- - I 634.57 FEET TO THE POINT OF BEGINNING. 4 JOINT USE DRIVEWAY TRACT: �9 c!� 4, Before any construction or development activity, a preconstruction meeting must be held between the 4,047± SO. FT. (0.09± ACRE) U �� 490 EDGE OF j DDES Land Use Inspection Section, the Applicant, and the licant s Construction Representative. ASPHALT �, P PP APP P DENCL��ARK. ' S39'35'54"E 634.57' g 4 K� G COUNTY SURVEY CONTROL POINT NO. 5809 94- SILT FENCE, DTL 2/2 _ _ N 5. A copy of these approved plans must be on the b site whenever construction is in progress. " " PP P Jo P 9 G=SCRIBED AS A 4 X 4 CONCRETE MONUMENT ' 100.00' h 100.00' �\ �� 199.37' ° % 235.19' , O.00' WITH LEAD do TACK IN CASE SET 0.65' BELOW GRADE, GRAVEL DRIVE T-2 _ - o ��.,i 6. Construction noise shall be limited in accordance with King County Code (Section 12.88); normally, this is LOCATED AT THE INTERSECTION OF S.E. 192ND STREET 1 T_ '^ro �`OT 4 owl N89'39'S7'tiV l Z a �L� 7a.m, to 10 p.m. on weekdays and 9 a.m. to 10 p.m. on weekends. AND 116TH AVENUE N.E. LOT LOT 2 OT 3 LOT 2 KCSP N0.47702 ° ro HousE ��� $ 110.0o z Ili ¢ CO E-EVATION-514.97 U.S. FEET 49 �; N, ,�u o 2 h� �� i � 7, it shall be the Applicant s/Contractors responsibility to obtain oil construction easements necessary before LIATIJhdr: 6 w l (^ I T-4�P,1 m I `O °1i.11 initiating off -site work within the road right-of-way. °p ` Red-43 6 Ni ` SHEDS 70 BE ° �� �' l a '' roro ago c 0 �'� NORTH AMERICAN VERTICAL DATUM OF 1988 ? d;gl REMOVED Jo cv ° 4 M PER KING COUNTY DEPARTMENT OF .PUBLIC WORKS _ 8. Franchised utilities or other installations that are not shown on these approved plans shall not be z 25.M Arc='� 45.57' �' 1 00' _ _ LO Ep T LOT 1 KCSP NO.477028 w constructed unless an approved set of plans that meets all requirements of KCRS Chapter 8 is submitted to iTE BENC�F !HARK: S89'39'57"E 145.58' ° ,STD r w the ODES Land Use Inspection Section three days prior to construction. SET 60D NAIL IN WEST SIDE OF UTILITY POLE S 200.01 ' 50 N .' _ \ 1 _ �96 \ E 132.39' T -1 N89'39'57"W 1 f 0.00' AT S.W. CORNER OF PARENT PARCEL. T - - - - - - - 9. Datum shall be NAVD 1988 unless otherwise approved by DDES. EL. 499.7o U.S. FEET US-1 N89'39'57 W 524.65' A9� -83` SILT FENCE DTL `'2/2 492 I)N OMID IN E VAL• Lj 4 I CL l COo. M "' (0 rn E4 t 50 SiTE BENCHMA�K: SET 60D NAIL IN WEST SiDE OF UTILITY POLE EL.-499.70 U.S. FEET EROS 1"=40' TREE LEGEND & TABLE: CONIFEROUS TREE DECIDUOUS TREE T- 1: 25" FIR T-2: 8" CEDARS (2) T-3: 28" WALNUT T-4: 24" WALNUT T-5: 17" WALNUT N CONTROL PLAN TEMPORARY EROSION CONTROL SEED MIX % Weight % Purity Germination Chewings or red fescue 40 98 90 Festuca rubra var, commutata or Festuca rubra Annual or perennial rye 40 98 90 Lolium multVlorum, or lolium perenne Redtop or colonial bentgrass 10 92 85 Agrostis albs or Agrostis tenutis White dutch clover 10 98 90 Wolium repens '? aP R = 25' MIN. - INSTALL DRIVEWAY CULVERT IF THERE IS A ROADSIDE DITCH PRESENT, AS PER KING COUNTY ROAD STANDARDS 4"-8" QUARRY SPALLS GEOTEXTILE NTS 12" MIN. THICKNESS /I , CONSTR UCTlO i 00. �s 10. Groundwater system construction shall be within a right-of-way or appropriate drainage easement, but not C . T T R . 0o UNPLATTED �°� underneath the roadway section. All groundwater systems must be constructed in accordance with Section 2.00 U.S. FEET 61 3,02 of the APWA Standard Specifications. UTILITY STRUCTURE TABLE: US-1: CATCH BASIN TRIM EL=496.40 SOUTH INV. EL-493.90 (12" CMP) WEST iNV. EL.-493.82 (12" CMP) VS-2: CATCH BASIN RiM EL-496.23 NORTH INV. EL.-494.58 (12" CMP) US-3: SSMH RIM EL-487.25 SOUTH INV. EL.-480.70 (8" DIP) NORTH INV. EL.-480.63 (8" CONC.) !iS-4: SSMH I:idM EL-485.04 (8" NORTH INV. EL,-479.07 CONC.) !.'5--5: SSMH HIM EL-497.26 SOUTH INV. EL.-485.43 (12" PVC) EASTY INV. EL-485.48 (12" PVC) US-6: SSMH •, RiM EL-498.17 NORTH INV. EL.-483.47 (12" PVC) NEST INV. EL,-463.15 (12" CONC.) SOUTH INV. EL.-483.50 12" CONC.) A1?BR N WA.111IONS 11. All utility trenches shall be backfliled and compacted to 95 percent density. BLC - BUILDING CORNER MH - MANHOLE C - COMPACT MJ - MECHANICAL JOINT 12. All roadway subgrade shall be backfilled and compacted to 95 percent density (WSDOT 2-06.3). CE) _ CATCH BASIN PLOOVH_ OVERHEAD CL. CLASS PLO PROPERTY LINE CO - CLEAN OUT R - RADIUS 13. Open cutting of existing roadways is not allowed unless specifically approved by DDES and noted on D - STORM DRAIN R/W - RIGHT-OF-WAY these approved plans. Any open cut sholl be restored in accordance with KCRS 8.03(B)3, DVCV _ DOUBLE DECTOR CHECK VALVE S _ SANITARY SEWER DI DUCTILE IRON SO FT SQUARE FEET D - DOWNSPOUT S/W - SIDEWALK 14. The Contractor shall be responsible for providing adequate safeguards, safety devices, protective Q/W - DRIVEWAY TC - TOP OF CURB equipment, flaggers, and any other needed actions to protect the life, health, and safety of the public, and to El - ELEVATION TP - TEST Pl7E: MT - EASMENT U.N.O. - UNLESS NOTED OTHERWISE protect property in connection with the performance of work covered by the contractor, Any work within the F0 - FOUNDATION DRAIN S - SOUTH CATCH BASIN �'" GRATE traveled right-of-way that may interrupt normal traffic flow shall require at least one flogger for each lane of FOC - FIRE DEPT. CONNECTION W - WEST /r traffic affected. Section 1-07.23, "Traffic Control," of the WSDOT Standard Specifications shall apply to its F1I _ FINISH FLOOR E _ EAST pF y FI,'Y FIRE HYDRANT N NORTH NOTE; TFIS DETAIL IS ONLY entirety. FI - FLANGE JOINT NW _ NORTHWEST .II OVERFLOW III- SCHEMAT!:0. ANY INSERT IS H,lC - HANDICAP SIN SOUTHWEST ALLOWED 'THAT HAS A MIN. iE INVERT ELEVATION NE -- NORTHEAST SOLID Lj, LINEAR FEET SE - SOUTHEAST WALLS - I I 0.5 C.F. OT' STORAGE, THE MEANS -LI5 "'n_ LANDSCAPING TO DE4' F ,,R THE STORED FILTER MEDIA I� I SEDIMEN`._, AN OVERFLOW, AND FOR DEWATERING = III- CAN BE CASILY MAINTAINED. _ -1 �&SCRIPTION 1V�'1/ -I ( POROUS BOTTOM 1111 EROSION AND SEDIMENT CONTROL NOTES rXISTINC snRM SEWER tx_ STORM .I III- 1. Approval of this erosion and sediment control (ESC) plan does not constitute an approval of permanent 13ANtTARY SEWER Ex, SEWER road or drainage design (e.g., size and location of roads, pipes, restrictors, channels, retention facilities, utilities, etc,). AATER --fX_ WATER D TL 3 /2 INLET PR 0 TE C TION AC PAVING o ,w 2. The implementation of these ESC plans and the construction, maintenance, replacement, and upgrading of these ESC facilities is the responsibility of the applicant/ESC supervisor until all construction is approved. CONC. SIDEWALK ► . ' .`'•:•� I NTS 3, The boundaries of the clearing limits shown on this plan shall be clearly flagged by a continuous length of :POT ELEVATIONS �"" /X_xx survey tape (or fencing, if required) prior to construction, During the construction period, no disturbance CONTOURS 50 50 RECOMMENDED CONSTRUCTION SEQUENCE beyond the clearing limits shell be permitted. The clearing limits shall be maintained by the applicant/ESC PARKING O (� 1. Pre -construction meeting, supervisor for the duration of construction. 2. Flag or fence clearing limits, NORM C4TCHBASIN 3. Post Notice of Construction Activity sign with name and phone number of ESC supervisor, 4, The ESC facilities shown on this plan must be constructed prior to or in conjunction with all clearing and SANITARY SEWER MANHOLE 4. Install catch basin protection if required. grading so as to ensure that the transport of sediment to surface waters, drainage systems, and adjacent 5. Grade and install construction entrance(s). properties is minimized. WATER VALVE H 6. Install perimeter protection (silt fence, brush barrier, etc.). r'IPE HYDRANT 7. Maintain erosion control measures in accordance with King County standards and manufacturers 5, The ESC facilities shown on this plan ore the minimum requirements for anticipated site conditions. During recommendations, the construction period, these ESC facilities shall be upgraded as needed for unexpected storm events and UTILITY POLE ZC 8. Relocate erosion control measures or install new measures so that as site modified to account for changing site conditions (e.g., additional sump pumps, relocation of ditches and silt conditions change the erosion and sediment control is always in accordance with the King County Erosion fences, etc.). DECIDUOUS TREE and Sediment Control Standards. 9. Cover all areas that will be unworked for more than seven days during the dry season or two days during 6. The ESC facilities shall be inspected daily by the applicant/ESC supervisor and maintained to ensure CONIFER TREE the wet season with straw, wood fiber mulch, compost, plastic sheeting or equivalent. continued proper functioning. Written records shall be kept of weekly reviews of the ESC facilities during the 10. Stabilize all areas that reach final grade within seven days. wet season (Oct, 1 to April 30) and of monthly reviews during the dry season (May 1 to Sept. 30). GUY WIRE POLE 11. Seed or sod any areas to remain unworked for more than 30 days. Gam' WIRE 12. Upon completion of the project, all disturbed areas must be stabilized and best management practices 7, Any areas of exposed soils, including roadway embankments, that will not be disturbed for two days during removed if appropriate, the wet season or seven days during the dry season shall be immediately stabilized with the approved ESC WATER METER AS PER KING COUNTY RQAD STANDARDS, DRIVEWAYS SHALL BE PAVED TO THE EDGE OF R-O-W PRIOR TO INSTALLATION OF THE CONSTRUCTION ENTRANCE; TO AVOID DAMAGING OF THE ROAD`NAY IT IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF TH`.,' PAD PROVIDE FULL WIDTH OF INGRESS/EGRESS AREA' N ENTRANCE. JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR EQUIVALENT TO ATTACH FABRIC TO POSTS. 2%2" BY 14 Go. WIRE OR EQUIVALENT, IF STANDARD `*, STRENGTH FABRIC USED FILTER FABRIC-*-- 6' MAX. MINIMUM 4%4" TRENCH BACKFILL TRENCH WITH NATIVE SOIL OR 3/4"-1 _5" POST SPACING MAY BE INCREASED WASHED GRAVEL TO 8' IF WIRE BACKING IS USED NOTE: FILTER FABRIC FENCES SHALL BE 2"x4" WOOD POSTS, STEEL FENCE � INSTALLED ALONG CONTOUR WHENEVER POSSIBLE POSTS, REBAR, OR EQUIVALENT D TL 212, SILT FENCE NTS methods (e.g., seeding, mulching, plastic covering, etc.). 8. Any area needing ESC measures not requiring immediate attention shall be addressed within fifteen (15) days, 9, The ESC facilities on inactive sites shall be inspected and maintained a minimum of once a month or within forty-eight (48) hours following a storm event. 10, At no time shall more than one (1) foot of sediment be allowed to accumulate within a catch basin. All z catch basins end conveyance lines sholl be cleaned prior to paving. The cleaning operation shall not flush sediment -laden water into the downstream system. N 11. Stabilized construction entrances and roads shall be installed at the beginning of construction and maintained for the duration of the project. Additional measures, such as wash pads, may be required to ensure that all paved areas ore kept clean for the duration of the project, Z 12. Any permanent flow control facility used as a temporary settling basin shall be modified with the necessary erosion control measures and shall provide adequate storage capacity. If the facility is to function N ultimately as an infiltration system, the temporary facility must be graded so that the bottom and sides ore at r least three feet above the final grade of the permanent facility. 13. Where straw mulch for temporary erosion control is required, it sholl be applied at a minimum thickness of 2 to 3 inches. 14. Prior to the beginning of the wet season (Oct. 1). all disturbed areas sholl be reviewed to identify which ones con be seeded in preparation for the winter rains. Disturbed areas shall be seeded within one week of the beginning of the wet season. A sketch map of those areas to be seeded and those areas to remain uncovered sholl be submitted to the DDES inspector. , The DDES inspector can require seeding of additional areas in order to protect surface waters, adjacent properties, or drainage facilities. KING COUNTY D.D.E.S. Review Engineer Completion Date Senior Engineer Completion Date JAMES H. SANDERS, P.E. DEVELOPMENT ENGINEER Approval Date Comments: Z Z KA W O W V) .-. x 0 N N `t N I o w� N M W G1 0 ul 3 (D M Z .0 V 0 N �YvE a)0 " � W B N ,C � N 00 Z W Y .. U O W Z .-. V V) to v cn v 0 NLO O Co YN NO C } N Z m 00 CURVE TABLE CURVE # R ARC PC PT CENTEN, 40ORD, 1 341 38.75 0+00 0+38.75 5704.8, 974,9 2 °55' 1,2.97' 0+38,75 0+51.72 5726.1 5 61.3 ROAD AND DRAINAGE PLAN FOR GRE WAL ,S'HOR T PLA T L 0 CA TED IN THE S. E. 1141 OF THE N. E. 114, OF SECTION 3,2, TOWNSHIP 2 6' NORTH, RANGE 5 EAST, W.M. , KING COUNTY, WASHINGTON S.E. > 80TH STREET S89'23420E 568.79' (CALC'D.) 568, 792' (PLAT) _ — _ _-I . q2" . _ (WIS OF BEARINGS) `�' 9,o US-4 68 .4c h LOT AREAS: PARENT PARCEL: 45,465± SO. FT. (1.04± ACRE) +;r 30' •� l LOT 1: 6,328± SO. FT. (0.15± ACRE) BLOCK 1 LOT 2: 6,364± SO. FT. (0. 15i ACRE) BANKERS 15T ADDITION (VOL. 67, PG. 95) LOT 3: 16,343± SO. FT. (0.38± ACRE) I 4as- QI► LOT 4: 12, 381 ± SO. FT. (0.28± ACRE) a `� l gj' I JOINT USE DRIVEWAY TRACT: a A-P 488—•.___ I I' S 4,047± SO. FT. (0.09f ACRE) /) Q9� EDGE OF ,,5, Y=5Q79.9 DRAINAGE EASEMENT (/ 490�ASPHALTj DPI Y TRENCH :2 .DTL 3/3� S89'35 54 E 634,57 \ 2 5 DISPERSIO `FRENCH A $— 199.37' o 235.19' _ 40.00' l +n I 100.00 \ 100.00 GRAVEL DRIVE - 4g8 T-2 , k' �LCT 4 — - o \ T- HOu c, N�89'39'57"W z �� LOT 3 S£ I 110.00, LOT I LOT 2 LOT 2 KCSP NO.47702 ° ro ° 1 $ -Z 39..; 8 VC �� �' 1 TYPICAL D SERIONT TRENCH T-41 I a o P co BASIN ° �o c� a=4s 6 I DTI, 1/3, TYR s8.47' ," o BOUNDARY N `o I N cn �� STA 1+90.6 T- to q q z 25.54' 4557 10000 r� - LOT 1 KCSP NO.4770-28 C2 :::. i'.:::.: S89'9'S7'� 145 58' i \ SHED 1 _ END JUD x STA 0+00 `5... --�"".�."".� 3T0"`" N BEGIN JUD, : 290 ;200 a1.` _ � 92.25' 4y6� \ �` — 9' — _ 9'39 _ _ p' '5 0' _ _ 132.3 r N8 7"W 110.0 3 —US-1 woc ro _ — N89'39'57"W 524.65' �s� �— 49 t SO V- 6" MIN, 7�E OINT -USE DRIVEWAY �RNCH #1�TL=3/3 TRACT, DTL 2/3?K: °-0,2% MIN UNpLATTED IN WEST; SIDE OF UTILITY POLE .-_ , .S. FEET <;IEM:i49'1497.5 1. N AND PAVE L-DE-SAC �4, .0 TjR EGEND & TABLE: r CONIFEROUS TREE RCAYDECIDUOUS TREE T- 1: 25 " FIR T-2: 8" CEDARS (2) ® '4 T-3: 28" WALNUT T-4: 24" WALNUT g T-5: 17" WALNUT ROAD 1"=40) W J °. O ry a UTILITY STRUCTURE TABLE: US-1: CATCH BASIN RIM EL.-496.40 SOUTH INV. EL.-493,90 (12" CMP) WEST INV. EL.- 93.82 (12" CMP) US-2: CATCH BASIN RIM EL.=496.23 NORTH INV. EL.-494.58 (12" CMP) US-3: SSMH RIM EL.-487.25 SOUTH INV. EL.-480.70 (8" DIP) NORTH INV. EL.-480.63 (8" CONC.) US-4: SSMH RIM EL.-485.04 SOUTH INV. EL.-479.14 (8" CONC.) NORTH INV. EL.=479.07 (8- CONC.) US-5: SSMH RIM EL,-497.28 SOUTH INV. EL.-485.43 (12" PVC) EA57Y INV. EL.-465.48 (12" PVC) US-6: SSMH RIM EL.-498.17 NORTH INV. EL.-483.47 (12" PVC) WEST INV. EL.-483.15 (12" CONC.) ,SOUTH INV. EL.=463.50 12" CONC,) LLr� !O'=O" MIN. Y 0.02 CURB, DTL 4/3 _ FT•/F 2" COMPACTED DEPTH CLASS B --- ASPHALT CONCRETE 1 1/2- MIN. COMPACTED DEPTH CRUSHED SURFACING TOP COURSE 2 1/2" MIN. COMPACTED DEPTH CRUSHED SURFACING BASE COURSE ADDITIONAL TREATMENT MAY BE - REQUIRED DEPENDING ON SOIL CONDITIONS. SEE SEC. 4.02 D TL 2 Z3 ? JOINT NTS USE NOTE: SEE SEC. 2.09 WA Y Iilln 1111T1 Qa 9 a a o paarr �a notched grade board a4 2"x 2" notches v 4 18" O.C. o b Pa p� 4 A r6 o Qa PLAN NTS pipe Q.D. tt - end Cap Or clean out w IU'l from pipe 4� or 6" prarfo ated pipe laid fla% type C CB w6'iolld cover (locking) Influent pipe (rnax design flow 0.5 C clean out w FS per trench) ;rr, from pipe pipe O.D. galvanized bolts r'%',t .•' ,..-,,arms • t sy' a � ' ; �,� A A D TL 313 PER SION TRENCH flow to second dispersal trench if necessary ° °level outlet pzV. aa °a ° v voa°°° ° ° D°{° o "Q min ° ° ° Q Q ° °d ° °°6 ° ° °o°D °°°°-'�-r.. Q O O " 4 pert pipe o° ° o o °a p 18 " min '0 d° °°� pD 4° Dq0 °° ° o °oa°aoa o° COG o o °q° 0 i i� -J�i' roar p° o a q, 4 q° ° v ° °D° ° °° °qq a° o' CkBOO° OV Q a O O° D D 24" min ()TRENCH X-SECTION AITC slope ---T small catch I)asin or yard drain 2' x 10' level trenches CB standard dispErsion trench w/ notched grade board length 100' per 700 sq. ft. of roof area, see I`igure 4.2.2.0 of the Surface Water Design Manual PLAN VIEW OF ROOF NTS W D TL 113, D 0 WNSPO UT DISPERSION TRENCH NOTE: TRENCHES SHALL BE LOCATED 5' FROM .ANY BUILDING OR PROPERTY LINE AND 25' FROM A DOWNSTREAM PROPERTY LINE, f NTS .aver flow to other branching CB's as necessary 18', O.C. 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 filowt+line) 3. Trench and grade board must be level. Align to fallow contours of site, 4. Support post spacing as required by soil conditions to ensure grade board remains level. DRIVEWAY TRENCH CALCULATIONS: TRENCH 1: 1037 SF/700 SF = 1.48 1.48 X 10 = 14.8' LENGTH USE 2' X 15' TRENCH TRENCH 2: 2450 SF/700 SF = 3.5 3.5 X 10 = 35' LENGTH USE 2' X 35' TRENCH I i 10___- 2 1/2" 5" 2 1/2 *TOP OF LIP Al DRIVEWAYS -1.5" VARIES 6" NOTES: 1, SEE SEC, 3.04 K.C.R.S. FOR JOINT REQUIREMENTS. 2. S E Ei DRAWING NO. 1-006 FOR CONFIGURATION OF FILE: & WALKWAY BEHIND CURB IF REQUIRED. 3. SEIT SEC, 3.03 FOR EXTRUDED CURB ANCHORAGE. �PL CURB A TS KING COUNTY D.D.E.S. Review Engineer Completion Date Senior Engineer Completion Date JAPES H. SANDERS, P. . DEVELOPMENT ENGINEER Approval Date Comments: X O N N W lot N z ( O F--i tz� o �,� e J W)N0 W 00 E O . - 061 '� W 1• O 0 oy v > S, }o � .J ..0 — co . W �e .. V 0 LJ4 Q) U V) W Q1 ZO � CIO 0 W t\ z CV 4 W v � �o M �o ;�:N m .. 001 APPROVALS: :t7)SHORT PLAT N O . DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES KING COUNTY, WASHINGTON EXAMINED AND APPROVED THIS ---- DAY OF ------------- 20_ DEDICATION KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNERS OF INTEREST IN THE LAND HEREBY SHORT SUBDIVIDED, HEREBY DECLARE THIS SHORT PLAT TO BE THE GRAPHIC REPRESENTATION OF THE SHORT SUBDIVISION MADE HEREBY, AND DO HEREBY DEDICATE TO THE USE OF THE PUBLIC FOREVER ALL STREETS AND AVENUES NOT SHOWN AS PRIVATE HEREON AND DEDICATE THE USE THEREOF FOR ALL PUBLIC PURPOSES NOT INCONSISTENT WITH THE USE THEREOF FOR PUBLIC HIGHWAY PURPOSES, AND ALSO THE RIGHT TO MAKE ALL NECESSARY SLOPES FOR CUTS AND FILLS UPON THE LOTS SHOWN THEREON IN THE ORIGINAL REASONABLE GRADING OF SAID STREETS AND AVENUES, AND FURTHER DEDICATE TO THE USE OF THE PUBLIC ALL THE EASEMENTS AND TRACTS SHOWN ON THIS SHORT PLAT FOR ALL PUBLIC PURPOSES AS INDICATED THEREON, IN- CLUDING BUT NOT LIMITED TO PARKS, OPEN SPACES, UTILITIES AND DRAINAGE UNLESS SUCH EASEMENTS OR TRACTS ARE SPECIFICALLY IDENTIFIED ON THIS SHORT PLAT AS BEING DEDICATED OR CONVEYED TO A PERSON OR ENTITY OTHER THAN THE PUBLIC, IN WHICH CASE WE DO HEREBY DEDICATE SUCH STREETS, EASEMENTS, OR TRACTS TO THE PERSON OR ENTITY IDENTIFIED AND` FOR THE PURPOSE STATED. FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SHORT SUBDIVIDED WAIVE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS AND ANY PERSON OR ENTITY DERIVING TITLE FROM THE UNDERSIGNED, ANY AND ALL CLAIMS FOR DAMAGES AGAINST KING COUNTY, ITS SUCCESSORS AND ASSIGNS WHICH MAY BE OCCASIONED BY THE ESTABLISHMENT, CONSTRUCTION, OR MAIN- TENANCE OF ROADS AND/OR DRAINAGE SYSTEMS WITHIN THIS SHORT SUBDIVISION OTHER THAN CLAIMS RESULTING FROM INADEQUATE MAINTENANCE BY KING COUNTY. FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SHORT SUBDIVIDED AGREE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS TO INDEMNIFY AND HOLD KING COUNTY, ITS SUCCESSORS AND ASSIGNS, HARMLESS FROM ANY DAMAGE, INCLUDING ANY COSTS OF DEFENSE, CLAIMED BY PERSON$ WITHIN OR WITHOUT THIS SHORT SUBDIVISION TO HAVE BEEN CAUSED BY ALTERATIONS OF THE GROUND SURFACE, VEGETATION, DRAINAGE, OR SURFACE OR 5UB-SURFACE WATER FLOWS WITHIN THIS SHORT SUBDIVISION OR BY ESTABLISHMENT, CON- STRUCTION OR MAINTENANCE OF THE ROADS WITHIN THIS SHORT SUBDIVISION, PROVIDED THIS WAIVER AND INDEMNIFICATION SHALL NOT BE CONSTRUED AS RELEASING KING COUNTY, ITS SUCCESSORS OR ASSIGNS, FROM LIABILITY FOR DAMAGES, INCLUDING THE COST OF DEFENSE, RESULTING IN WHOLE OR IN PART FROM THE NEGLIGENCE OF KING COUNTY, ITS SUCCESSORS, OR ASSIGNS. THIS SUBDIVISION, DEDICATION, WAIVER OF CLAIMS AND AGREEMENT TO HOLD HARMLESS IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF SAID OWNERS. IN WITNESS WHEREOF WE SET OUR HANDS AND SEALS. NAME NAME NAME STATE OF WASHINGTON, COUNTY OF _--__--_ NAME NAME NAME SS. I CERTIFY OR HAVE SATISFACTORY EVIDENCE THAT ---- SIGNED-----THIS---DEDICATION-------AND---ACKNOWLEDGED-----------IT--TO---BE--(HIS/HER)-------FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED:.IN THE INSTRUMENT. DATED -------------- SIGNATURE OF NOTARY PUBLIC _______' PRINTED NAME OF NOTARY PUBLIC --__-__. MY APPOINTMENT EXPIRES STATE OF WASHINGTON, SS. COUNTY OF _______________ I CERTIFY OR- HAVE SATISFACTORY EVIDENCE THAT SIGNED THIS DEDICATION AND ACKNOWLEDGED IT TO BE (HIS/HER) FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED°IN THE INSTRUMENT. DATED ----------------------- SIGNATURE OF NOTARY PUBLIC ---------------- PRINTED NAME OF NOTARY PUBLIC ________________ MY APPOINTMENT EXPIRES _---_-___ RECORDER'S CERTIFICATE ........... ....... FILED FOR RECORD THIS.. .DAY OF........ 20.:..... AT ...... M IN BOOK .......... OF ............ AT PAGE......... AT THE REQUEST OF JEFFREY„ALLEN..OTTERSON,. PLS . SURVEYOR'S NAME DEPARTMENT OF ASSESSMENTS EXAMINED AND APPROVED THIS ---- DAY OF MANAGER, LAND USE SERVICES DIVISION I ASSESSOR EXAMINED AND APPROVED THIS ---_ DAY OF ------------, 20__�__ --- ---------------------------------- DEPUTY ASSESSOR DEVELOPMENT ENGINEER ACCOUNT NUMBER _____________________ , 20__-- RECORDING NO. VOL./PAGE SCALE: GPAPHIC SCALE 1"=100' 1 inch = 100' -- 0 100 200 300 PORTION OF: S.E. 1 /4, N.E; 1 /4, SEC. 32, T. 23 NORTH, R. 5 EAST, W.M. I"liV G CO UNT Y SIYOR T PLA FOR CHO Y VONG L 0 CA TED IN THE S.E. 114, OF THE N.E. 1 /4, OF SECTION 32, TOWNSHIP 23 NORTH, RANCE 5 EASY', W.M., KING COUNTY, WAS'HINCTON i 1 1 1--------- L- - - - - - ' I 1 i i - SCALE: 1" = 100' OFF —SITE BUILDINGS, 100' RADIUS DETAIL MAP: NOTES., OFF —SITE BUILDING LOCATION SC: ULED FROM KING COUNTY AERIAL PHOTO PROVIDED BY COUNTY Di ?RING PRE-APP MELTING A02PMO17. ALL SURROUNDING PROPERTY 2:-x-.ED- R-8�S0 SURVEYOR'S CERTIFICATE a of Wiest Inc. THIS SHORT PLAT MAP CORRECTLY REPRESENTS A SURVEY14 MADE BY ME OR UNDER MY DIRECT SUPERVISION IN Surveyors Planners & Engineers CONFORMANCE WITH THE REQUIREMENTS OF THE APPROPRIATE STATE AND LOCAL STATUTES - 945 N. CENTRAL, STE. #104, KENT, WA 98032 IN May, 2003 ----------- , (253)852-4880 (local) --- 1—(800)251 —0189 (toll free) ---------------- ------------------ -4 (253)852-4955 (fax) EN O 0 W6 � _ � o i At 0.n� 37540 � �35 IS I'L����"� f0A'AL P.L.S. CERTIFICATE NO. _____________ E—MAIL: cni®cramernw.com 1 EXPIRES 08/04 PROJECT NAME: CHQY VONG 116TH AVE. SHi RF PLAT CIO TERRY NILSON//CREATED; Tue Apr 09 08:46:30 2002//PREV. PLOT. Mon May 12 10:42: is RECEIVED JUN 1 6 2003 KING COUNTY LAND USE SERVICES INSTRUMENT USED: GEODIMETER 600 AND/OR NIKON DTM-A10LG METHOD: TRAVERSE EXCEEDING REQUIREMENTS OF W.A.C. 332-130-090. INDEXING DATA: S.E. 114, N.E. 114, SEC. 32, T. 23 NORTH, R. 5 EAST, W.M. DRAWN BY: DATE: JOB NO.: J,A.C, Mon., May. 12, 2003 2002-047S CHECKED BY: SCALE: SHEET: 0. B. H./J,A.0. 1 inch = 40 FT. 1 OF 2 ..t Moy. 12, 2003, 10:59:19 C:\TModel\Projects\2002\2002-047.pro MGR. SUPT, OF RECORDS 07YED: I �I I I I I r I I RECORDING NO. VOL./PAGE I F I k SHORT PLAT N O . KIIVNG COUNTY S110R T RLA. T KING COUNTY, WASHINGTON I FOR CT1 �O Y VONG I I GRAPHIC SCALE 1" =40' SCALE. i k � L O CA TED IN THE S. E. 114, OF THE N. E. 114, TOWNSHIP WNSHIP 2 '3 NORTH RANCE 5 EAST, W..1l t. , i inch = 4 0 FT .° .�. , OF SECTION 32, 4 40 0 40 KING COUNTY, WASHINGTON 3F- PORTION OF: S.E. 1 /4, N.E. 1 /4, SEC. 32, T. 23 NORTH, R. 5 EAST, W.M. 1 S.E. 1 8 0 TH STREET - S89'23'42"E 568.79' (CALC'D.) 568.792' (PLAT) '42 - _ _ g2 °34 d 239" - - _ - - - - - - - - - - ' (BASIS OF BEARINGS) RaA�6.g8.58' o Rad=239.5) 5g o I 34,g21A� -FOUND CONC, MON. INCASE --------------_-_----------_--_--_ 41 A 2W/NAIL ,,------------------------------------ - - - - -- - - --- �i - - ' LOT AREAS: EASEMENT FOR INGRESS, EGRESS AND ROAD MAINTENANCE - 1 - FOUND MON. CASE PARENT PARCEL: 45,465f SQ. FT. (1.04t ACRE) OVER THE NORTH 15' OF THE EAST 110' OF PARENT PARCEL �� o W/ BROKEN CONC. MON. � z Q PER REC. NO. 9704071508 30' �r (SHOT CENTER OF CASE) ° o LOT 1: 7,284f SQ. FT. (0.17f ACRE) (� °pl� � I I "'o LOT 2: 6, 364t SQ. FT. (0.15t ACRE) ) I o LEGEND: EASEMENT FOR UNDISCLOSED PURPOSE v FOUND MONUMENT AS NOTED LOT 3: 15,089f SQ. FT. (0.35t ACRE) NED R_8_SO OVER EAST 110' OF PARENT PARCEL z . a:ZO PER REC. NO. 7802151276 21, 3) I �❑ FOUND EMPTY MON. CASE i �o z o LOT 4: 12, 382f SQ. FT. (0.28t ACRE) i o SET 1/2" REBAR W/ CAP ? I w Q 3 W JOINT USE DRIVEWAY TRACT: "LS 18898137540" 0 1 3 W 4- 4,347f SQ. FT. (0.10± ACRE) i - 1 ® FOUND 5/8" REBAR W/0 CAP w o a Q 10 a N I o S89'35'54 E 634.57' N I ------ 1I u� w � I 1 15.00' 100, 00' ' � 184.37' �, 235.20' 30.00, .�V) I I jr4rli>'J'J I S1ii�DJ x w 1 LOT 1 `�° L 2 LOT 3 L �r c LOT N89'39'57, �� O N. �, I OT I °� cp 1 10.00, I t I LO II C6 11Ur ZONED o I R 8- SO I � N825.54�„W LOAN y �� 11O.41IVV0 'a � o � � I - FOUND CONC. MON. IN CASE T' I 60.58' 100.00' I 2 " 0 W/ 2" BRASS DISK W/ PUNCH .LOTS' 11k�0` P 200. �!�'1��� a, I 1 " 1 -- Rad=43.50' S89'39'S7"E 160.58' o , I o a36'47'06° JOINT USE DRIVEWAY TRACT o �'------------------ S89'39'57"E 664, 65' (PLAT) cv1 I Arc=29.45' 215.01 ' N 177.25' 132.39' N89'39'ST W 7 10.00' o� ----------------- - - - - ---------- ---- - _F_OUND 5/8" REBAR_(NO CAP)____ 0.2'f WEST & 0.1 f NORTH OF CALC'D. PROPERTY CORNER I I I I 4ti S.E. 182ND ST, S89'56'02"E 664.93' - LEGAL DESCRIPTION: (PER PACIFIC NORTHWEST TITLE COMPANY REPORT ORDER NO. 506597. SUPPLEMENTAL REPORT #2.) LOT 2, KING COUNTY SHORT PLAT NO, 477028, RECORDED UNDER KING COUNTY RECORDING NUMBER 7801270882, BEING A PORTION OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON. CALC'D. POINTS PER PLAT OF VIEW GARDENS NO. 2 (VOL. 67, PG. 38) NE 1°39'57"W 524.65' 01700D ZONED' R'8`SO C"ramer Northwest In I Surveyors Planners & Engineers 945 N. CENTRAL, STE. #104, KENT, WA 98032 (253)852-4880 (local) 1-(800)251 -0189 (toll free) (253)852-4955 (fax) E-MAIL: cni@cramernw.com p,LLEN 0 o-V WAS, pq' o 37540�� �SIO ��I LAN EXPIRES EASEMENT FOR WATER LINE - PER REC. NO. 180215 L276, - GRAPHIC 40 ffi �1 1 4i BASIS OF BEARINGS: BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF 180TH PLACE S.E., BEING SOUTH 89'23'42" EAST, AS SHOWN ON THE PLAT OF BANKERS 1ST ADDITION, RECORDED IN VOLUME 67, PAGE 95, RECORDS OF KING COUNTY, WASHINGTON. MONUMENTS LAST VISITED 4-5-02. lid ,1Um 1 6 2003 1 w c� KING COUNTY n LAND USE SERVICES o INSTRUMENT USED: GEODIMETER 600 AND/OR NIKON DTM-A1OLG METHOD: TRAVERSE EXCEEDING REQUIREMENTS OF W.A.C. 332-130-090. IQ W INDEXING DATA: S.E. 1/4, N.E. 1/4, SEC. 32, T. 23 NORTH, R. 5 EAST, W.M. J,AC DRAWN BY: Mon., May. 72, 20031 2002N 047S CHECKED BY: O.B.H./J.A.O. n., hday. 12, 2003, 10:21:19 SCALE: SHEET: 1 inch = 40 FT. 2 OF 2 May .Pro RECORDING NO. VOL./PAGE SHORT PLAT NO. K12VC CO UXTY SIYOR T PLAT KING COUNTY, WASHINGTON FOR CHOP TONG LOCATED IN THE S.E. 114, OF THE N.E. 114, SCALE: GRAPHIC SCALE 1"-40' OF SECTION 32, TOWNSHIP 28 NORTH, RANGE 5 EAST, W.M., 1 inch = 40 r T. KING COUNTY, W.ASHINGTON 40 0 40 TOPO�,�RAPHY PORTION OF: S.E. 1 /4, N.E. 1 /4, SEC. 32, T. 23 NORTH, R. 5 EAST, W.M. ' I S.E. 1 8 0 TH STREET I S89'23'42" E 568.79' (CALC'D.) 568.792' (PLAT) - - — - •34 '42 �.3g 56 p 23 '" — — — -- — — (BASIS OF BEARINGS) Rad,2 Arc^98.58' US-4 I 56 6 - / - - 23 34'Q23gArc 98.5 FOUND CONC. MON. INCASE - - - - - - - - - - - - - - - - - - - - - - - - - ---- - - a1 _ 4 /'/ W/NAIL �_----------------------------------------------------------------- `I EASEMENT FOR INGRESS, EGRESS AND ROAD MAINTENANCE �, I FOUND MON. CASE �' OVER THE NORTH 15' OF THE EAST I I W OF PARENT PARCEL �� o W/ BROKEN CONC. MON. r PER REC. N0. 9704071508 I 30' (SHOT CENTER OF CASE) Z ( ^LZw j�y�y01C ��](®INf LEGEND: I W w - W o cl� ®,. �r�9 EASEMENT FOR UNDISCLOSED PURPOSE--- - s I I � Q p. R-8-SO OVER EAST 110' OF PARENT PARCEL ^ z I z Q O FOUND MONUMENT AS NOTED I , z ZONE PER REC. NO. 7802151276 �\ \ I Q I 486—y p I O FOUND EMPTY MON. CASE z R � b o� 6' HIGH WOOD FENCE MEANDERS -- SET\ I I o 2 ci w W d a488- 1 /2" REBAR W/ CAP 2 W I '� � '•�-r � 3 � � 2.2t TO 0.2 ± NORTH OF LINE ) ;�� N i- Q W Z w �' 3 w � ) 3.5' CHAINLINK FENCE MEANDERS z "LS 18898/37540" o Z I 3 � V 3.3'INORTH--0,1 t SOUTH OF LINE 49 A�PNA�T FOUND 5 8' REBAR W/O CAP "' W � I a o 111 ® / / W o O I S89'35'54"E 634.57' to ¢ } UTILITY POLE W N Z rn r� r� _ X r� r� r) r� r-i N llt"jTT `�w� �W I 498 T 2 Y +� : I GRAVEL _ — I GUY ANCHOR - - - - - - / 30.00, I u� (b WATER VALVE x G) cS W l� FIRE HYDRANT ODDCATCH BASIN 496 °p00 'i I I ® SANITARY SEWER MANHOLE ZONED'8S0 0 �0 I z � I FOUND CONC. MON. IN CASE W/ 2" BRASS DISK W/ PUNCH S89'39'5- - 65_ (PLAT) I 500_ Y ---- --- US-1 US-5 FOUND 5/8"' REBAR (NO CAP \ .5' CHAINLINK FENCE 0.2f WEST & 0.1'f NORTH ;�5 pp MEANDERS ALONE LINE OF CALC'D. PROPERTY CORNER 1 115-2 ` SITE BENCHMARK: SET 600 NAIL IN WEST SIDE OF UTILITY POLE EL.=499.70 U.S. FEET Y T-3 a � c,• •. Y I- x l Z Z W HOUSE V��e 11 N8939'57"W I 4 o y� L. 110.00, �I I Z Z Z ( v cU o I'•.. c� /.: p'.I cp ' — 4' CHAINLINK FENCE `OIU X T- o," /.,. I `0 IS 0.1 t-0.3± IKos ° _1 t11?02eED,5 T O BE % � ~` '{ 3 SOUTH OF LINE �� � o I � 4' CHAINLINK FENCE I�� rn I T-5 o IS 0.2 t -0.3 f ^ I a I \ SHLO) o 00 O -H WEST OF LINE LOT I . Cop NO. 41?vo"� R \ \o^ HE N SHEDN� T-1----=--- --=-- --00 Ag6\ `" l -I cv - N89'39'57"W 110.00 N89'3ri'S7 W 524,65' EASEMENT FOR WA i ER LINE SRO PF_R REC. NO. 7802151276 ZONED: R-8_SO GRAPHIC SCALE 1" =40' LEGAL DESCRIPTION: _ (PER PACIFIC NORTHWEST TITLE COMPANY REPORT ORDER NO. 506597, SUPPLEMENTAL REPORT 40 40 �I #2•) W �I J LOT 2, KING COUNTY SHORT PLAT NO. 477028, RECORDED UNDER KING COUNTY RECORDING NUMBER 7801270882, BEING A PORTION UTILITY STRUCTURE TABLE: OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF �¢ I SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING US-1: CATCH BASIN BASIS OF BEARINGS: I COUNTY, WASHINGTON. RIM INV, 6.40 SOUTH_ BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF WESTINV.V EL.�-493 820(�2'?' CMP))3 180TH PLACE S.E., BEING SOUTH 89'23'42" EAST, AS SHOWN Q ON THE PLAT OF BANKERS 1ST ADDITION, RECORDED IN VOLUME US-2: CATCH BASIN 67, PAGE 95, RECORDS OF KING COUNTY, WASHINGTON. RIM EL.=496.23 NORTH INV. EL.=494.58 (12" CMP) - MONUMENTS LAST VISITED 4-5-02. US-3: SSMH r ' RIM EL.=487.25 SOUTH INV. EL. _480.70 (8" DIP) 3 NORTH INV, EL. =480, 63 (8 CONC.) N x us-4: SSMH TREE LEGEND & TABLE: RIM EL.=485.04 SOUTH INV. EL.=479.14 (8" CONC.) CONIFEROUS TREE Cj' cn NORTH INV. EL.=479.07 (8" CONC.) US-5: SSMH DECIDUOUS TREE VERTICAL DATUM: RIM EL.=497.28 SOUTH INV. EL.=485.43 (12" PVC) �N RECEIVED NORTH AMERICAN VERTICAL DATUM OF 1988 EASTY INV. EL.=485.48 (12' PVC) T- 1: 25" FIR PER KING COUNTY DEPARTMENT OF PUBLIC WORKS US-6: SSMH JUN 1 $ 2003 T-2: 8" CEDARS (2) BENCHMARK: RIM EL.=498,17 NORTH INV. EL.=483.47 (12" PVC) KING COUNTY T-3: 28" WALNUT Lii � i°, KING COUNTY SURVEY CONTROL POINT NO. 5809 WEST INV. EL.=483,15 (12" SOUTH INV. EL.=483.50 12" CONC.) CONC.) LAND USE SERVICES T-4: 24" WALNUTZ n DESCRIBED AS A 4" X 4" CONCRETE MONUMENT WITH LEAD & TACK IN CASE SET 0,65' BELOW GRADE, T-5: 17 WALNUT w LOCATED AT THE INTERSECTION OF S.E. 192ND STREET O 4 ( AND 116TH AVENUE N.E. > ELEVATION=514.97 U.S. FEET r-----r-a--°A CL SITE BENCHMARK: Q SET 60D NAIL IN WEST SIDE OF UTILITY POLE AT S.W. CORNER OF PARENT PARCEL. EL.=499.70 U.S. FEET S.E. 182ND ST. ,,../ S89.56'02"E 664.93' — I +Js_6 CONTOUR INTERVAL: �10 2,00 U.S. FEET DPOINTS PER PLAT OF VIEW GARDENS NO. 2 (VOL. 67, PG. 38) Ctamer N c, p,,LEAT INSTRUMENT USED: GEODIMETER 600 AND/OR NIKON DTM-AIOLG Surveyors Planners & Engineers 3F WAS 0 METHOD: TRAVERSE EXCEEDING REQUIREMENTS OF W.A.C. 332-130-090. ����' 0 0 INDEXING DATA: S.E. 1/4, N.E. 1/4, SEC. 32, T. 23 NORTH, R. 5 EAST, W.M. 9z,5 N. CENTRAL, STE. #104, KENT, WA 98032 W (253)852-4880 (local) DRAWN BY: DATE: JOB NO.: 1—(800)251 —0189 (toll free) ° �, 37540 ° J.A.C. Mon,, May. 12, 2003 2002-047S (253)852-4955 (fax) SIO�GISPEg CHECKED BY: SCALE: SHEET: NAL �� E—MAIL: cni®cramernw.com EXPIRES 08/04/200 0.B.H./J.A.0. 1 inch = 40 FT. 1 OF 1 TT PLAT CIO TERRI' WILSCN11C1?EATE0; 1Le Apr 09 08;46;30 2002//PREV. PL07: Mon May 12 10;21;20 20,01PLOTFED; Mon., moy. 12, 2003, 10:42:37 C:\ TModel\ Projects\ 2002\2002-047.pro . Reid 9. r PXC4 LOT AREAS: PARENT PARCEL: 45,465± 50. FT. (1.04± ACRE) LOT 1: 6,328± SO. FT. (0.15± :ACRE) LOT 2: 6,364± SO. FT. (0.15± ACRE) LOT 3: 16 343± 50. FT, (0.38f- `ACRE) CONCEPTUAL DRAT TA GE PLAN FOR PHUNG SHORT PLA T L 0 CA TED IN THE S.E. 114, OF THE N.E. 114, OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 .FAST, W.M. DING COUNTY, WA SHING T ON , S. E. > 80TH STREET — S89'23'42 "E 568.79' (CALC'D.) 568.792' (PLAT) (BASIS OF BEARINGS) US-4 N �I BLOCK 1 Q 30' v N r-• BANKERS 15T ADDITION (VOL. 67, PG. 95) � „ W -� c'A fQ ' Z rv^'1 r I U � LOT 4: 12, 381 ± 50. FT. (0.28± ACRE) 4 8 JOINT USE DRIVEWAY TRACT a u f38 --___` •� 4,047± SO. FT. (0.09_I- ACRE) EDGE OF N '� D i 4 90 -'-,, ASPHALT \ �_•- S89'35'54 "E 634.57' �, o 100.00 , 100.00 199.37' ° — — — — — — ' - - - - - `�-� \\ '9 T-2 235.19 GRAVEL DRIVE \ .0.00; I I LOT 1 \ LOT 3 LOT '�' � N89'39'57"W z a. I A J T T ro_k HOUSE v�y�' Li [72 �t1 110.00, i to I� \ I LOT\ KCSP IvO.477028 1-4i �• c°� -` of i v. ta(d-43150�:^ BASIN—�� I fo I k ao v, SHEDS TO BE `' N89'39'57"W 8.47 46 o BOUNDARY o NEW HOLE, \\ �� x� 2 25.54' Arc�2�:45' �' TYPICAL \ DISPE q,10N TRENCH REMOVED F I cv oo r r `T v 45 57 100.00 1- T `D n am DTL 1/1,\TYP SHED ;�/ LOT 1 KCSP NO.477028 w jy S89 39 57 F 145.58 i J(�TPI ; ..�-T�n L-vr/7 L..: ' ` ° o SHED T-1 'v 47 S89 39 57 E 664.65 (PLAT):. 200.01 ` 50c ...'.s� �,F_'a �! — — % —1� _ _ — — \192 — — `, / — _ _. — 7"W 110.00 30, 25 132.39 N89'39 5 US-1. /' _- r N89'39'57'iV 524.65' ^\ " ( JOINT USE DRIVEWAY :: �- TRACT, DTL 2/1 's US-2 ;:`:� SITE BENCHMARK: SET 60D NAIL IN WEST SIDE OF UTILITY POLE EL, -499. 70 U.S. FEET I . WIDEN AND PAVE I EX CUL-DE-SAC q f 'Qi 13 o, I CONCEPT UAL ORAL rA GE PLAN I"=40' oa°Vo0 10 Q D a plevel outlet ap odad a VQ 4 0 a v 7 °p4a °ap v 0° a°v°�0o° 0 a D 0 °° ° 0 D° ° 0 V °° 2 n d°o aooppa °aa°Oapp 6 min o p A aD ° o ao° d p ° ° ° ° ° p °a ° 4" perf pipe " °OQad vv°a oa°� 18 min o°°Da av° °av°v° a° a° C o 0a-00 a 0 , 11�2' -3/4 raked rods o o °V 000 0°Ova° v 0 00°00 0000V oo °�0o°o07 ° f. 24" min ---►I NOTE: UNPLATTED UTILITY STRUCTURE TABLE: US-1: CATCH BASIN RIM EL.=496.40 SOUTH INV. EL.=493.90 (12" CMP) WEST INV. EL.=493.82 (12" CMP) US-2: CATCH BASIN I RIM EL.=496.23 NORTH INV. EL.-494.58 (12" CMP) US-3: SSMH RIM EL.=487.25 SOUTH INV. EL.=480.70 (8" DIP) NORTH INV. EL.=460.63 (8" CONC.) US-4: SSMH RIM EL.=485.04 SOUTH INV.- EL=479.14 (8 CQNC.) _ NORTH INV. EL,=479.07 (8" CONC) US-5: SSMH RIM EL.=497.28 SOUTH INV. EL.=485.43 (12" PVC) EASTY INV. EL.=485.48 (12" PVC) US-6: SSMH RIM EL.=498.17 NORTH INV. EL.-483.47 (12" PVC) WEST INV. EL.=483.15 (12" CONC.) SOUTH INV, EL.=483.50 12" CONC.) TRENCHES SHALL .3E LOCATED 5' FROM ANY BUILC)ING AND TRENCH X-SECTION 25' FROM A DOWN+STREAM PROPERTY LINE, NTS slope small catch basin or yard drain 2' x 10' level trenches PLAN VIEW OF ROOF NTS DTL 1 />, DISPERS NTS CB standard dispersion trench vi/ notched grade board length 100' per 700 sq. ft. of roof aE ea, gee Figure 4.2.2.0 of the Surface Water Design Manual ION TRENCH nvv„ vivru. ,n�ni rctt..ivt rtvit ut.. REQUIRED DEPENDING ON SOIL CONDITIONS. SEE SEC. 4.02 D TL 211. JOINT VARIES 20'-0" MIN• VICIIVITY ZIP M LL'r'AL DESCRIPTION: (AS PROVIDED BY CLIENT) LOT ;2 OF KING COUNTY SHORT PLAT NO, 477028, DESCRIBED AS: THAT PORTION OF THE NORTHEAST QUARTER OF THE SOUTHEAST QWAPTER OF THE NORTHEAST QUARTER OF SECTION 32, TOWNSHIP 23 f,'ORTH, RANGE 5 EAST, W.M., 1N KING COUNTY, WASHINGTON, IS DES(RIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF LOT 1, BLOCK 1, BANKER'S FIRS1r ADDITION, ACCORDING TO THE PLAT RECORDED IN VOLUME 67 OF PLAT 5', PAGE 95, RECORDS OF KING COUNTY, WASHINGTON; THEN:E SOUTH 01'15'23" WEST 15 FEET, THEN :E NORTH 890'39'57" WEST 110,00 FEET; THENCE SOUTH 01'1523" WEST 68.042 FEET, THENCE NORTH 89*39*57' WEST 524.65 FEET, THENCE NORTH 01'18'12" EAST" 83.819 FEET TO THE SOUTH LINE OF SAID PLAT, THENCE SOUTH 89'3554" EAST ALONG SAID SOUTH LINE 634.5 7 FEET TO THE POINT OF BEGINNING. BENCHMARK: KING "COUNTY SURVEY CONTROL POINT NO. 5809 DESCRIBED AS A 4" X 4" CONCRETE MONUMENT WITH LEAD & TACK IN CASE SET 0.65' BELOW GRADE, LOCH. ED AT THE INTERSECTION OF S.E. 192ND STREET AND 116TH AVENUE N.E. ELEVATION=514.97 U.S. FEET DATUM: NORP-' AMERICAN VERTICAL DATUM OF 1988 PER KING COUNTY DEPARTMENT OF PUBLIC WORKS SITE BENCHMARK: SET 60D NAIL IN WEST SIDE OF UTILITY POLE AT S.W. CORNER OF PARENT PARCEL. EL.=499.70 U.S. FEET CONTOUR INTERVAL: 2.00 U.S. FEET ABBR.�F YI4TIONS BLC t - BUILDING CORNER MH - MANHOLE C - COMPACT MJ - MECHANICAL JOINT CB - CATCH BASIN OVHD - OVERHEAD CL I - CLASS PLO - PROPERTY LINE CO - CLEAN OUT R- - RADIUS D _ - STORM DRAIN R/'N - RIGHT--OF-'P1AY `uDCV_- _ ­00ij- LE OEOTOR CHf...,K `A� VE _.. S . ;_}. .,_ __ . -..SANITARY:<,SE.WER' DI - DUCTILE IRON SO FT - SQUARE,,FEET DOWNSPOUT S/'N - SIDEWALK D/W - DRIVEWAY TC - TOP OF CURB EL - ELEVATION TP - TEST PIT ESMT - EASMENT U.N.O. - UNLESS NOTED OTHERWISE FD - FOUNDATION DRAIN S - SOUTH FOC - FIRE DEPT. CONNECTION W - WEST FF - FINISH FLOOR E - EAST FHY - FIB?E HYDRANT N - NORTH FL ; - , NW NORTHWEST H/C -=IANDICAP SW - SOUTHWEST IE - INVERT ELEVATION NE - NORTHEAST LF - LINEAR FEET SE - SOUTHEAST LIS - LANDSCAPING _ ir�lilY.�.' DESC!'-?IPTION N' F EXISTING STORM SEWER EX. STOR+,1 SANITARY SEWER S EX. SEVIE_R WATER W EX_ WATER AC PAVING CONC. ;)'IDEWALK r a `•_ L� SPOT ELEVATIONS XX.XX / x."—X CONTOURS 50— _50--- PARKING O T STORM ;�ATCHBASIN M SANITAR ` SEWER MANHOLE WATER=VALVE FIRE HYDRANT UTILITY POLE DECID0003 TREE CONIFER TREE GUY W15"= POLE �❑ GUY WI }?E WATER METER RECEIVED JUN 1 8 2003 KING COUNTY LAND USE SERVICES 7`777,-.: �l'b-�Rry `Mj �W �jC71 r Cfnz7(>In Ov C3 �? C �` -,- '� U li ter" � }?= •..., U`C) �-j r oz LL,C�rr{i,Ci� ao a z `` �n U0.Hg rain z) �,� z�`1zzc3QLv�c tj�. ° nx;,OO pcn ,vtrn zz- ' V V t w U L� r•- s W Ut�j JUr�tu-icr U vn`�x4 '7ri Jr y 2 01Ny `.^ GCD \� ( c) 6 , 4 ol `r ` 1510: rx� day hl " y `;,7 ... ram^. •-� : ° �..I - � — -- —' y r . _ — =K r ;&yam cj p G'ti f Y � ' r� Q� r X f' P• 1 �M s x rV C) n O C)LO CV t 4x r- i r re 0 _0 Q F f W � t �y Y- U•i V5 0 t i �d 'C '<( II ,R; Q) ' t ( CIOC) ICI � i 1 $ �\ 110 cn o Lo ! 0 N A..� a t✓ �.� Z . wzY ­;__.:�­, __ .. CONCEPTUAL DRAINAGE PLAN FOR PHUNG SHORT PLAT L 0 CA TED IN THE S.E. � /4, OF THE N.E. 114, OF SECTION 32, T 0 WNSHIP 23 NORTH, RANGE 5 EAST, W.M. , KING C 0 UNT Y, WA SHING T ON S. E. 180TH STREET S89'23'42 "E 568.70' (CALC'D.) 568. 792' (PLAT) - _ � 58' q 34,42 - - _ - - - (BASIS OF BEARINGS) - - - - -U R AT c-4e M .. US-4 . __ 9 � GS n ? 23. 34 42" � '� - - - - - - - - - - - - - - - - - - - - � -��' _ a L,0'1' �lRl' -,': — PARENT PaRC_ 45, 465± S0. P ;` 1.04± ACRE) �! °g i Ii LOT 1: 6,328- S"' IT. ID_± ! *V 00 30' T BL OCK 1 �, u LOT 2: 6,3644 -- FT. 3.15± =.-1 BANKERS 1ST -ADDITION C, -� ' - (VOL. 67, PC. 95) N , . �� w LOT 3: 16, 34-' . F T. , :;.38± -..- PE) Z I c1 LOT 4: 12.36. - :. FT. , 0.28 - 48 r1 i i on o \C) 1. O ,JOINT USE Dr _ .. Ti- ._,, •v' v 11 u 48?e -_ � �F 4.047± SO. F- r �, ;E / �_ (i N. , / ' 4 9 C) A� PHA�T /% `� W' N V \ S89'35'54"E 634.57' / `1 o I �; 4 r 1 ►4 100.00 __ ` \ 100.00' � 199.37' o v� 235.19 r iF - _ _ - - - - - - - - , - w io - \ ; 9 y� GRAVEL DRIVE0.00 I ) rz J/ T-2 r �� -- \ - ---- ~ o0o 2 LOT 1 / 1R° \ - T 2 \` LOT 3 v'o ►^i 3 HOUSE ���� /,I w I �," N8110,0 , � z 'Ir °° 'b A ( °o Y V I 110.00 ¢ CO ray ---/ k" H /N lid \ rn \ )-T- I ` i ill �o LOTS KCSP f10.�I77028 T-41,,-0 'l m z a (, �i� ' � �O U J / �v vl ' W, ,°�° ( Rad�4sti5a� BASIN00 �� I ri I , I°�<� _ o N89'39'57"VV ? s8°47 06 o BOUNDARY a NEW HOH(E, SHEDS TO BE r-, °� 'urij DISPEf�• ION TRENCH ' °p * �. •- z 25,54' �� 2�'4545.57 100.00' TYPICAL REMOVED T ` i I� , ,�,� S89'39 57 £ 145.56 r DTL 1�1,�P SHED I 11 LOT ;�� . �.'r 7U2� G W r S89'39'S7"E 664.65' PLAT o 5 JGrI Lam` ` - ' , W SHED T- I w (PLAT) I 200.01 ' o r \ SH f i - - - - - - - - - -,.Z - - - . -- - 132.39 0' n N89'39'S7'1N 1 10 D US-1 ®- -�� '3 7"W 524.65' - - - - - - - - - 30 __ _----- JOINT USE DRIVLV AY N89 s 5_ -2._- TRACT, DTL 2J1 " -'.jUG, 60 IUS-2 �NPLAU I. \ SITE BENCHr1�1R1P.z T T E ' SF 'd:7t?1 SET 60D NAIL ;:'M' W-=s? 4;t 'E OF UTILITY POLE i,, EL. =499.70 U.S. FEET w 2�;,, WIDEN AND PAVE EX CUL-DE-SAC \\ q . ., TREE 1. EGTEND & TABLE: z _. .. W PAVE EXIST• r 1 R T CON FE OJS REE �, A . 1 aDECIDUOUS GRAVEL LIMITS TREE XF I '. ZF. , T- 1: 25" FIR r 2. 8 " CEDARS (_) . 44 / I T-3: 28" WALNuI C6 . _ 4: 24 VIA NUT I � I * _ _1 5• 1,7'" VIA LP UT- - - w.,; n :! -11 V-,� I I - I of so N dry I \ l i CON PT UAL CE _ 1 DRAB NA GE I .FLAN ) " '` I 1 = 4 0 1 ,_I ­,­ - �,_ _.j,_ :�� i s r i' _� � . , r�E ! zrJ".Sz -, " _, �-:,"�"'P I:,� -�,` _..-�,% q__�-��;_. rraf _,z. 3z }.: " .,�'� 4% ---I,-L,�-"�v`I"��`"' ,- -, .I,� t 515 ? , 1�- b 4 4 z x r 1 r rti 121-1 ft. t � ;r � , ,,,J,-_..*,,, �, ,.� Irr t �, ,�1" ­�,-, ti ? -ill .�,,- .fit tkr , 5 =r f� { ,A �1�; .�� -��1 .��! i :r . , ,�I�-' ;", ,,' ,.�"�� ,�I, ', -_ S- , —,�� ,. -,'1!,," ,. ;),'�,� �z­ , ,� t - �� , , k P 3 x R� 1U r, JI '� -�-_ _,-i�'-'_� ,i..,i, �',- �-, �, �, l�.� "I ,.-�,,�� �,- , "I: -; ; t ! ia-r Vilit�l�-`. .- N r i " , c 1 ,�.I;,'., ,,--- �5,,I,...'��,,_ .,� 1I --,%,::�",'� L -'s`t L- -: E -G. L (ram T i y I, ' I s F 4 J I s ;�_S�rj A_ J �{ { �., red "y1.e. u`:r`4' isi - m'i :w•8tt�e Et`^ `'^Alt- $°a;''d°��` ,Fi+.[ ,.,b, .l"..`p, •i.��';:� .fi+w'i',.,." m f;" wil I 11R LEGAL DESCRIPTION: (AS F`�OVIDED BY CLIENT) LOT 2 OF KING COUNTY SHORT PLAT NO. 477028, DESCRIBED AS: THAT PORTION OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 32, TOV/NSHIP 23 NuRTH, RANGE 5 EAST, W,M., IN KING COUNTY, 'WASHINGTON, IS DESCf:iBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF LOT 1, BLOCK 1, BANKER'S FIRST ADDITION, ACCORDING TO THE PLAT RECORDED IN VOLUME 67 OF PLATS, PAGE 95, RECORDS OF KING COUNTY, WASHINGTON; THENCE SOUTH 01'15'23" WEST 15 FEET; THENCE NORTH 690'39'57" WEST 110,00 FEET; THENCE SOUTH 01'15'23" WEST 68.042 FEET; THENCZ NORTH 89'39'57' WEST 524.65 FEET; THENCE NORTH 01'18'12" EAST 83.819 FEET TO THE SOUTH LINE OF SAID "LAT:THENCE SOUTH 89'35'54" EAST ALONG SAID SOUTH LINE 634,5.7 FEET TO THE POINT OF BEGINNING. BENCHMARK: KING OUNPI" SURVEY CONTROL POINT NO, 5809 DESCRIBED AS A 4" X 4" CONCRETE MONUMENT WITH ,LEAD & TACK IN CASE SET 0.65' BELOW GRADE, LOCATED AT THE INTERSECTION OF S.E. 192ND STREET AND 116TH AVENUE N.E. ELEVATION=514.97 U.S, FEET DATUM: NORTI•+ AMERICAN VERTICAL DATUM OF 1988 PER I ING COUNTY DEPARTMENT OF PUBLIC WORKS u� ,�_Y SITE BENCHMARK: yi,]tl` ut N11 . SET 6(�D NAIL IN WEST SIDE OF UTILITY POLE ��lw 171 `•t [ l r AT S.4''. CORNER OF PARENT PARCEL. r� - �; -4 EL. 9.70 U.S. FEE T ET r t`7 "� �. CDI4T;1`0 UR INTERVAL: "' ° E.1 /fit+r 4�f 2.00 U.S. FEET !•' �� t a , �-1. St t C Pet►ovit •ky r _i ABB a` , YI�TIDNS' z � _ BLC c3JILDING CORNER MN MANHOLE x � C - COMPACT MJ - MECHANICAL JOINT r CB - CATCH BASIN O'JHD - OVERHEAD 1Ni aHGF2 pIrT CL _ CLASS PLO PROPER ^I LINE L ? CO CLAN OUT R - RADIUS 27118th aveSE : v D - `irORM DRAIN R/YI - RiGHT-OF-WAY tran, VVA 98a58 a. z DDCV - DOUBLE DECTOR CHECK VALVE S - SANITARY SEWER t• M.t — — 3 1 r 3- D TILE IRON S A T DU. R Q FT SQU RE Fr__ . OS - DOWNSPOUT -/// - SIDEWALK E - ���" im :- •:: __ GJ - ` _- -4 D/W - DRiV0,'1AY TC - 7�JP 0= CURS, . ._ . -a�', ,. ' - -_4%;* as ; - _ _ _ _ . _� ... ._ -_. .c,lerst':t— ._ _._ _ _.. !a : _, P _� '" i �t s-��rAT10 N TP - PIT TEST . =. 9 � t L � . .EL_ -. -- .- - _ -. 1 .,- f, iG... �t ESA ... n ..t1�tr9EN 7 1 U. N. 0. 1 r �rILE� NOT TH f.4✓.. S 5 NOTED 0 E _� ^. r f <, :.. . , , �f ... FD fir.. I 1 JNDATION DRAIN S — SOUTH jjjjJ-: f �� �^ • .., -_. - m.�. ..... �� �. �� ,, r E k t i E t zf� t FDC - FIRE DEPT. CONNECTION N/ - WEST r �. ��, , ` "�irN . s ;. Y:r, FF - FINISH FLOOR E - EAST N �� ;cz r111 7 _*�� F x FHY - FIRE HYDRANT N - NORTH H 12 f. Yy Y 2 - 2 - �zz^' �5 4 �. ., r ?S Y vL „ A by �M3 �,y� FL — F LANCE JOINT NW _ NORTHWEST WES ( . - "-' 3 :.y,; x,� _f —t : P 4 �, "-'h , `S J; h. 's.t r yk $ • *tfin '�'Lt r , r` r %s�3f H/C — HANDICAP SW !F „ R 'may s�,'S'h - • : ,rl: 1... s _ ,.f-: '�- : 4k 7�"}Z —SOUTHWEST tl.. ' -- : ,A. .. x 5 { ;" ji- 11 IE - LF - INVERT ELEVATION LINEAR FEET NE SE - NORTHEAST _ SOUTHEAST :ix ' , -� f � L/S - LANDSCAPING . h - i S . 3 11{ # 3 j� - - 2 ? 4�. c, t ric �F i -�{•+ ,I 1,i11 r'Yt s`� f_ - -S� C� Q O - £ - ra T �{ j{:•!11 t ' `•,i3 ,.,` .i•re .fit 1�� �'r•1 i �'y�, t- j�'.y f. ° o level outlet �. =c L',�.' o ° ° q G f � , pgfienson Hrll Ele �ntary ,_9K 91 a p ° o a s o° o� xs��a S 1W.J t` . a D d ° x , ° a ° o° p v o---�____� i:ile c' %. ', r , 3 3 , . . t �L� �R DES"G'RIPTION NE%�' L'XISTING a a q Q a q a ' 11 - _ _ _ _ z i-, �xwr fwli,l :1 �'� � r r - `<<' - n �` 4 q /e. - V q � a aV a q � �-.- t t tI, s,,� �,�1. �Y k" , snI r i .. �� STORM SEWER D -- -- - U 4 ° a q o a f '�x ,'� i' 1'-1­1_ SANfTARY SEWER _c SEtYFR I. I. ° a 0 .dGi t (g r,r ram• �„r1.'' #- r.F':•r Cvry r , a '• •r ar °.,. •��'' rr - r•r - .r�T q :....:.. ! J ,.... _��I? +..�, [1�tr1�e �n .ar;X �i�fl In II<1r 4 i �,alf �f !�9.9�I!. rKf d«I , �,��.1 rt �rtr, .tl „� :it a crsi �:/jai rVi:.,t �..li�._acu - rY,. tb ., r ° a n ° V a a ° [] ° - ...,.... . .rt........-..�..: , , ,:_ .;,-". - WATE, c _ _ cR 6" min °o o °°pG 6o 0 o °o v o �Q VICINITY MAP AC �};VINc I---T-I o a ° U o a° a°o 4 perf pipe CONC. SIDEWALK " ° A p 6 °°QK q q ° a ° ° SPOT ELEVATIONS xx.xx ••x. xx 18 min °aqa ao°0a°aqa . �° a g a o 0 o a o°a oa q o 0 11/2 -3/4 waded rode I CONTOURS 50 --50 ------ CJ a Cl °p ° ° a ° a ° Da a V ° °o° °° ° PARK'NG O �� \ a o° o o° a �Qa o° o VARIES STOR,4 CATCHBASIN 20'-0" MIN. M = 24" min 1 V-6" 18'-0" 1 VARIES SANII RY SEWER MANHOLE • MIN.y _WATt: ? VALVE TRENCH X-SECTION I W FIRE HYDRANT NTS (Y LU w w UTILI Y POLE - w Z 0 w 3'-O" ly zi slope - " a a IL � DECI�')UOUS TREE c small catch basin or yard drain o CONr-ER TREE V)Z p a- 21x10r B J W GUY WIRE POLE O level trenches ° � •�\ � \\�.��­'.7', 6" WIDE _ _ .� / GUY '!/IRE > �V <700 so. ft. CURB 0,02 FT•/FT• ,� {3_le�l WATrF' METER r%1 A ®1 %/1r-%A0 r9rr• r%r%r%r' Im D TL 1 / 1 , DI SPER S NTS _ CB standard dispersion trench w/ notched grade board length 100' per 700 sq. ft. of roof area, see Figure 4.22C of the Surface Water Design Ma ­Iucl 2" COMPACTED DEPTH CLASS B — ASPHAL7 CONCRETE 1 1 /2" MIN. COMPACTED DEPTH CRUSHED SURFACING TOP COURSE 2 1/2" MIN. COMPACTED DEPTH CRUSHED SURFACING BASE COURSE ADDITIONAL TREATMENT MAY BE - REQUIRED DEPENDING ON SOIL CONDITIONS. SEE SEC. 4.02 TL 211, JOINT NTS f NOTE: SEE SEC. 2.09 rn W Z,pq' ` 1 O' "_ ilzQQ� o �z0�n_+]pp¢¢;: 13�--Z OU¢O'_` J 1 . U J�� �r rJ0 UZj�¢ t c,- vlZ*1-,")OvO SW.t ?=UOJ�OIn SI�,j- �OjJCC _dOrp dO Z ph- L.2o�v0 m_0zr- "� �� r,' p0Sd0,A0�2_!�� ��Xzs�'�`zIaz a� s mop-_j�����:�i- Q�:t_ti_& _��p�`�j�(D rz, vi w Z W � `'!lam i cy � iS i ti2OZW �� y �© "� v¢tn¢d"'-r(A �tY . 7� z�I¢dwp`•Ao +'^l � Z: �J-: c� �--� :R W W ¢ r- G �,`zOZOp `3r'--rt E:) r - 2S > z v 2r-. r.n �r� c,. ,, _ I I jr 1 fiI I , (/) , ,,� L. n I� )_I r,. ` I ti � �� ri y ; ,r " �Ey I ry r , C-1 , I ah,ill",w . - . e i -. Cry _ ; - - rxy r� C.O I Z , , �• �.,, 9 (5 l � 4it ' � T ,may I "'1 ?_,� •as � rr. .._ C-...•, � . j "4 ) ; rw ro f \ v.•.°�' 6 (-) CI-) r C) �� O ;_ I-, IN 11 1-0 ul� co "It � to rIi 00 > P r )� r" a p.) 11) etj -_✓ 0) <( aD S_ F F—. - 0 0 W I-- - F- r= 00 • � __ � 0 00 0 - ;= - o 6f) !�) U C•4 � Y �- 1-1 ( c(1)- - 0 rJ 00 1 i- -,I- , I -<' Ill cc� ,> f w!_ ' -t - ,, i {-) 0 LL' < U :j (-) fn F) 0 er 0 e co t�1 I %�- r4 U I 00 Y N rp. r� Cd 1• / _` c) N M.. 0: zz n 0 - CONCEPTUAL DRAINAGE PLAN FOR PHUNC SHORT PLA T L 0 CA TED IN THE S. E. 114, OF THE N. E. 114, OF SECTION 32, TOWNSHIP 2(`. NORTH, RANGE 5 EAST, W.M. , KING COUNTY', WA SHING T ON S.E. ' 8OTH STREET _ S892342'E 568.79' (CALC'D.) 568.792' (PLAT) 34'42" - — — (BASIS OF BEARINGS)— _ US-4 I ,�"`` �d w z Doti � n�av'n . U IxpcR2 001 LOLQ 0 U LO (0�__ Lo s� coz -nQ OQ I a�`c�a t,,lpl'`r�pVUd�Z G E 5"O�PnZU T T fn t C� 4 1- C tl J t PAF :: N. ! LEGAL DESCRIPTION: W o �' Jo o '. F XX F- ti LLwO2-0,V)d�l��z 30 (AS PF<OVIDED BY CLIENT) yr ¢ W _ BLOB a -I V�I=w o�� ,T 1. �' J LOT 2 OF KING COUNTY SHORT PLAT NO, 477028, DESCRIBED AS:44 -IN o r THAT PORTION OF THE NORTHEAST QUARTER OF THE SOUTHEAST E"°� o �-' �? zt z I 0 1/� J -, d c9 r OUARTITR OF THE NORTHEAST QUARTER OF SECTION 32, TOWNSHIP Q �� oz wo _' �- - 486 4: 12. -_J qll) 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, IS La, W W `JJ vt ��- a I m ! I� I ©J DESCRIBED AS FOLLOWS: n �o c wy w _11o,r USE �� -`f88--- _._ "� • opdzV1 J} 1-U _)17+ S.: _ �! BEGINNING AT THE SOUTHEAST CORNER OF LOT 1, BLOCK 1, BANKER'S v z tnQ o �� �� �� DRAINAGE EASEMENT EacE of w' W 4 �, ASPHALT r �. I \ W I IRST ADDITION, ACCORDING TO THE PLAT RECORDED IN VOLUME 67 OF Z o R DPIVEW4Y TRENCH #2 S89'35'54"E 634.57' I 1 Q! PLATS, PAGE' 95, RECORDS OF KING COUNTY, WASHINGTON; a o•.z � 2 X 35 DISPERSION_TRENCH - _ u; �" `4 THENCE SOUTH 01' 15'23" WEST 15 FEETH \ _ — — — — — — - — — 235.19' r -- — —� - - - - - - - N I 'THENCE' NORTH 890'39'57" WEST 110.00 FEET; L ' ioo 100.00 199.37 0.00' T-2 i !! GRAVEL DRIVE C ! ti THENCE SOUTH 01'15'23" WEST 68.042 FEET; '� F p �'T ° I`�' \ )T v I--Y- -C Z r� 'THENCE NORTH 89'39'57' WEST 524.65 FEET; / to N89'39 57"W a s, o i•� ` '�` HODS ' THENCE NORTH 01 ' 18' 12 ' EAST 83.819 FEET TO THE SOUTH LINE OF t` � �� \ o) \ c:SP N0.4' o � e c,� o� ! - 110.00� GO I Z I I SAID P,.ATTHENCE SOUTH 89'35 54 ' EAST ALONG SAID SOUTH LINE N (� !C4 '� ^�, NEW HOME, ` i `"����, ! �•' JR' �y �' \ ! =� 634.57 FEET TO THE POINT OF BEGINNING. r� �'� TYPICAL DISPERSION TRENCH ,T,v ' `^ 0p A l' BASIN .^ ° (�� �_ ! �' o v, • 10� ! Red=49,80so - ! DTL 1/1, TYP SHEDS TOYE O r0 U ---.1 I r �0 T. I BENCHMARK:�� OvaT ? 38.4708, BOUNDARY o REMOVIto v v. G I KING COUNTY SURVEY CONTROL POINT NO. 5809 2 25.54' Aro-2#:4'545.57' I100.00 \ rT 2 r7 ,� ! n c °-cp- i a S_' L 0 T 1 K: :77028 DESCRIBED AS A 4" X 4" CONCRETE MONUMENT o S89'39 57 E 145 38 I 0 �'y' w (n o JT�rr1 Crr SH£p Wrrrl L. �D &TACK IN CASE SET 0,65' BELOW GRADE, p cj w -5 �---Y. �i " o 0 - `�'LOCATED AT THE INTERSECTION OF S E 192ND STREET 589'39 57 E 664.65 (PLAT) 200.01 -� 0 .:.: �192.25' '� \ ,SHF ' i32.39' _ ;` N89'39'57"W 110.DO' AND 1 16TH AVENUE N.E. -- -- —� -- --- r1 �----- -- 30, JOINT USE DRIVEWAY _ _ N89'39 57"W 524.65 �� - ELEVATION=514,97 U.S. FEET l TRACT, DTL 2/1 L Ate'-DtSFERSION TRENUF1 DRIVEWAY TRENCH #1 =� TYPE 1 CB, TYP jNPLATTED SITE BENCHMARK: 1 SET 60D NAIL IN WEST SIDE OF UTILITY POLE 1 i l EL. =499, 70 U.S. FEET ( WIDEN AND PAVE EX CUL-DE-SAC -�' ! TREE LEGEND & TABLE: � .PAVE EXIST. CONIFEROUS TREE 4 GRAVEL LIMITS ! i DECIDUOUS TREE � aI t T- 1: 25" FIR T-3. _ 'a . �1 T-4• _ O ! 4I N I ! 0 CEPT UAL CON DRAINA GE PLAN I"=40' D v level oQ,°Vn��o outlet o� a°o° V��C°Op °v V p� a v -- _`----► V° Q a V QO ° V V o° p° r\° --- V ov ° o V° 0 o vo u 6 12 ° °0 aCl IDQ °UA0Q o o v O D° min ° q „o, ° U o O O°�° D ° ° D °, 4" perf pipe ,�A°oQ VV ° 06nO, 18 min oQV° ° � oD0 ov V° °a C, V 11�2� -3/4' ward rod u° o o a C o o °p 0 o°0V°o voo°oo Q°4; °°Op Q °0V° ° O° O ° 0 ° O° O ° 24" min •I NOTE: UTILITY STRUCTURE TABLE: US-1: CATCH BASIN RIM EL.=496.40 SOUTH INV. EL.=493.90 (12" CMP) WEST INV. EL.=493,82 (12" CMP) US-2: CATCH BASIN RIM EL.=496.23 NORTH INV. EL.-494.58 (12" CMP) US-3: SSMH RIM EL.=487.25 SOUTH INV. EL,=480.70 (8" DIP) NORTH INV, EL.-480.63 (3" CONC.) US- V SSMH RIM Ei.=485.04 SO,)H INV. EL.-479.14 ;3" CONC.) NORTH. INV. EL.=479.07 (8".__CONC.) US-5: SSMH RIM EL.-497.28 SOUTH INV, EL.-485.43 (12" PVC) EASTY INV. EL.-485.48 (12" PVC) US-6: SSMH RIM EL.=498.17 NORTH INV. EL.-483.47 (12" PVC) WEST INV. EL.-483.15 (12" CONC.) SOUTH INV. EL.=483.50 12" CONC.) TRENCHES SHALL BE LOCATED 5' FROM ANY BUILDING AND TRENCH X-SECTION 25' FROM A (DOWNSTREAM PROPERTY LINE, NTS slope —► . small catch basin or yard drain nl A AI %111=I I nC 0nnC NTS D TL I , ISPERS NTS 2' x 10' level trenches CB standard dispersion trench w/ notched grade board length 100' per 700 sq. ft. of roof area, see Figure 4.2.2.0 of the Surface Water Design Moo wal ON TRENCH DRIVEWAY TRENCH CALCULATIONS: TRENCH 1: 1037 SF/700 SF = 1.48 1.4€3 X 10 = 14.8' LENGTH USE 2' X 15' TRENCH TRENCH 2: 2450 SF/700 SF 3.5 3.5 X 10 = 35' LENGTH USE: 2' X 35' TRENCH rn� MIN, w z iI el ii - �L 6 i f P�r L 1 P „J • : 2 . � P VARIES 20'-0" MIN. DATUM: ,NORTH AMERICAN VERTICAL DATUM OF 1988 7r- 17CAll St PER KING COUNTY DEPARTMENT OF PUBLIC WORKS SITE BENCHMARK rr I r,.,nd �t °� ". '` SET 600 NAIL IN WEST SIDE OF UTILITY POLE M 1, 1 tI r J AT S.W. CORNER OF PARENT PARCEL. ilG15rlrlt( A? EL.=499.70 U.S. FEET CONTO UR INTERVAL: 2.00 U.S. FEET � ,� 1'Tlattl [ f F.trtr,ll`,l `i .4BBREYI4TIONS " r BLC BUILDING CORNER MH _ MANHOLE Y, d t1 f Lj , C COMPACT MJ MECHANICAL JOINT CB - CATCH BASIN OVHD - OVERHEAD CL - CLASS PLO - PROPERTY LINE I CO - CLEAN OUT R - RADIUS �J 1802111EihA SE D : - STORM DRAIN RIW - RIGHT-OF-WAY y .6,. - ' zi Rerlttn,VVA 98058 DDCV - DOUBLE DECTOR CHECK VALVE S - SANITARY SEWER SQUARE FEET: C r1 IRON so f r ., ,._ . . . .. ? ..,, ,„...:- ,. -•_ - ;:,,. .�., �.:_ CGS. D'OrV1v�P0UT_ ... 5' WSIDEWALK—_- . , � :rs,. .. ,.. _ _ / _ -� r -_-:_ � '..I _... C TOP OF CURB =1coI r, CLj �- ELEVATION TP - TEST PIT L5 ' c' SMT -I;;t U.N.O. UNLESS NOTED OTHERWISE W E` >' Ft) FOUNDATION DRAIN S - SOUTH i {ltlt C'I a -11 1'f C - FIRE UEPT. CONNECTION W - WEST, ` + R -. FINISH FLOOR E - EAST py C)x FrIY FIRE HYDRANT N - NORTH ; #' F`_ - FLANGE JOINT NW - NORTHWEST Q� [. , HIC HANDICAP SW - SOUTHWEST Q) = IL - INVERT ELEVATION NE - NORTHEAST S rL } LF - LINEAR FEET SE - SOUTHEAST �+ LIS - LANDSCAPING CO E+en�olt HIIIlrnEntanl SghcaQl f^da `4r �h i 1.�I .' ')ESGRIPTION NEW C-, EXISTING Rf STORM SEWER EX. STORM i1t , rg,94+tilt :SANITARY SEWER EX. SEWER M. K.IiliJll:(�, All_I, /afll:liJ ,.1J :IJ.� Uflt, . _ A — — — --- •V TER ----_- w X. 6VATER VICINITY MAP AC PAVING'` J 'ONC. aDEWALK O SPOT EL,xx.xx x r. xx C) CONTO: � 50 - 50 ---- _ rn PARKING n O 1J C) (N .STORM C ATCHBASIN V) LO Ld VARIES Iq ,ANITARr SEWER MANHOLE sJ WATER '01VE 1 o i'IRE Hr'DRANT <1-1 ® .Yl N � c,` � w JTILITY POLE cl- co � co NOTE: 2" COMPACTED DEPTH CLASS B SEE SEC. 2.09 ASPHALT CONCRETE 1 1/2" MIN. COMPACTED DEPTH CRUSHED SURFACING TOP COURSE 2 1/2" MIN.. COMPACTED DEPTH CRUSHED - SURFACING BASE COURSE / ADDITIONAL TREATMENT MAY BE -^--� REQUIRED DEPENDING ON SOIL CONDITIONS. SEE SEC. 4.02 D TL 211 , JOIN Y' USE DRIVE WA Y NTS 1 /. ' , 1 �t 0ECIDU' ..'; ' TREE CONIFE, TREE 'BUY WIRE POLE RECEIVED Op ,'UY Wtr�E HATER r,'ETER SEP 15 2003 KING COUNTY LAND USE SERUIrTS i %J M I V) V) W, Ls.J z 07 < q E -- O o tr_J v U �� W PD LLJ ' LLI V1 00-jr� < L LLJ t� L_ O (� a w V o 01 co p N O N Ln N 0. m SHORT PLAT N0. L03S0008 KING COUNTY, WASHINGTON APPROVALS: DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES EXAMINED AND APPROVED THIS DAY OF , 20 DIVISION DIRECTOR, LAND USE SERVICES DIVISION DEDICATION EXAMINED AND APPROVED THIS DAY OF , 20 KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNERS OF INTEREST IN THE LAND HEREBY SHORT SUBDIVIDED, HEREBY DECLARE THIS SHORT PLAT TO BE THE GRAPHIC REPRESENTATION OF THE SHORT SUBDIVISION MADE HEREBY, AND DO HEREBY DEDICATE TO THE USE OF THE PUBLIC FOREVER ALL STREETS AND AVENUES NOT SHOWN AS PRIVATE HEREON AND DEDICATE THE USE THEREOF FOR ALL PUBLIC PURPOSES NOT INCONSISTENT WITH THE USE THEREOF FOR PUBLIC HIGHWAY PURPOSES, AND ALSO THE RIGHT TO MAKE ALL NECESSARY SLOPES FOR CUTS AND FILLS UPON THE LOTS SHOWN THEREON IN THE ORIGINAL REASONABLE GRADING OF SAID STREETS AND AVENUES, AND FURTHER DEDICATE TO THE USE OF THE PUBLIC ALL THE EASEMENTS AND TRACTS SHOWN ON THIS SHORT PLAT FOR ALL PUBLIC PURPOSES AS INDICATED THEREON, IN- CLUDING BUT NOT LIMITED TO PARKS, OPEN SPACES, UTILITIES AND DRAINAGE UNLESS SUCH EASEMENTS OR TRACTS ARE SPECIFICALLY IDENTIFIED ON THIS SHORT PLAT AS BEING DEDICATED OR CONVEYED TO A PERSON OR ENTITY OTHER THAN THE PUBLIC, IN WHICH CASE WE DO HEREBY DEDICATE SUCH STREETS, EASEMENTS, OR TRACTS TO THE PERSON OR ENTITY IDENTIFIED AND FOR THE PURPOSE STATED. FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SHORT SUBDIVIDED WAIVE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS AND ANY PERSON OR ENTITY DERIVING TITLE FROM THE UNDERSIGNED, ANY AND ALL CLAIMS FOR DAMAGES AGAINST KING COUNTY, ITS SUCCESSORS AND ASSIGNS WHICH MAY BE OCCASIONED BY THE ESTABLISHMENT, CONSTRUCTION, OR MAIN- TENANCE OF ROADS AND/OR DRAINAGE SYSTEMS WITHIN THIS SHORT SUBDIVISION OTHER THAN CLAIMS RESULTING FROM INADEQUATE MAINTENANCE BY KING COUNTY. FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SHORT SUBDIVIDED AGREE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS TO INDEMNIFY AND HOLD KING COUNTY, ITS SUCCESSORS AND ASSIGNS, HARMLESS FROM ANY DAMAGE, INCLUDING ANY COSTS OF DEFENSE, CLAIMED BY PERSONS WITHIN OR WITHOUT THIS SHORT SUBDIVISION TO HAVE BEEN CAUSED BY ALTERATIONS OF THE GROUND SURFACE, VEGETATION, DRAINAGE, OR SURFACE OR SUB -SURFACE WATER FLOWS WITHIN THIS SHORT SUBDIVISION OR BY ESTABLISHMENT, CON- STRUCTION OR MAINTENANCE OF THE ROADS WITHIN THIS SHORT SUBDIVISION. PROVIDED THIS WAIVER AND INDEMNIFICATION SHALL NOT BE CONSTRUED AS RELEASING KING COUNTY, ITS SUCCESSORS OR ASSIGNS, FROM LIABILITY FOR DAMAGES, INCLUDING THE COST OF DEFENSE, RESULTING IN WHOLE OR IN PART FROM THE NEGLIGENCE OF KING COUNTY, ITS SUCCESSORS, OR ASSIGNS. THIS SUBDIVISION, DEDICATION, WAIVER OF CLAIMS AND AGREEMENT TO HOLD HARMLESS IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF SAID OWNERS. IN WITNESS WHEREOF WE SET OUR HANDS AND SEALS. DEVELOPMENT ENGINEER CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT EXAMINED AND APPROVED THIS DAY OF , 20 ADMINISTRATOR SPRINKLER NOTE: DEPARTMENT OF ASSESSMENTS EXAMINED AND APPROVED THIS ASSESSOR DEPUTY ASSESSOR ACCOUNT NUMBER ANY FUTURE RESIDENCE(S) TO BE CONSTRUCTED ON THIS SHORT PLAT SHALL BE REQUIRED TO BE CONSTRUCTED WITH A (N.F.PA) NATIONAL FIRE PROTECTION ASSOCIATION STANDARD 13D SPRINKLER SYSTEM UNLESS OTHERWISE APPROVED BY KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES (D.D.E.S.) OR ITS SUCCESSOR AGENCY. SCHOOL IMPACT FEES: SCHOOL IMPACT FEES SHALL BE ADDRESSED AT THE TIME OF BUILDING PERMIT APPLICATION IN ACCORDANCE WITH KCC 21A.43. MPS FEE NOTE: THIS SHORT PLAT IS SUBJECT TO KING COUNTY CODE 14.75, KING COUNTY ROAD MITIGATION PAYMENT SYSTEM (MPS). THE MPS FEES PLUS THE MPS ADMINISTRATIVE FEE SHALL BE PAID AT THE TIME OF BUILDING PERMIT APPLICATION AT THE RATE IN EFFECT AT THAT TIME. TRACT A MAINTENANCE NOTE. TRACT A IS A JOINT USE DRIVEWAY TRACT FOR INGRESS, EGRESS, PRIVATE DRAINAGE AND UTILITIES FOR THE BENEFIT OF THE OWNERS OF LOTS 1, 2 AND 3 OWNERSHIP OF LOTS 1, 2 AND 3 SHALL INCLUDE AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN TRACT "A" AND AN EQUAL AND UNDIVIDED RESPONSIBILITY FOR THE MAINTENANCE OF SAID JOINT USE DRIVEWAY TRACT, DAY OF 20 322305-9197 RECORDING NO. VOL./PAGE SCALE: GRAPHIC SCALE 1"=100' 1 inch = 100' 0 100 200 300 PORTION OF: S.E. 1 /4, N.E. 1 /4, SEC. 32, T. 23 NORTH, R. 5 EAST, W.M. PH UNG SHORTSMORT .PLAT EXCEPTIONS OF RECORD: LOOTED IN THE (PER PACIFIC NORTHWEST TITLE COMPANY UNDER ORDER NO. 679024) S. E. 114.. OF THE N. E. 114, 1. A RIGHT OF WAY AND/OR EASEMENT, WITH NECESSARY APPURTENANCES OVER, OF SECTION 32, TOWNSHIP 23 NORTH, THROUGH, ACROSS AND UNDER SAID PREMISES, INCLUDING, BUT NOT LIMITV_-0, RANGE 5 EAST, W.11i/'',�`` THE FOLLOWING: I ., a KING COUNTY, WASHINGTON FOR: SEWER MAINS ' A PERMANENT EASEMENT OVER: SOUTH 10 FEET OF THE WEST 15 FEE' r Z GRANTEE: CASCADE SEWER DISTRICT, A MUNICIPAL CORPORATION �v e�- RECORDED: DECEMBER 20. 1971. (� v RECORDING NUMBER: 7112200204O EASEMENT AND TRACT MAINTENANCE: TOGETHER WITH A TEMPORARY EASEMENT OVER. SOUTH 15 FEET OF THE WEST 20 FEE og ALL PRIVATE EASEMENTS AND/OR TRACTS TO BE MAINTAINED, REPAIRED, AND/OR REBUILT BY THE OWNERS OF THE PARCELS HAVING LEGAL ACCESS THEREFROM AND 2. EASEMENT AND THE TERMS AND CONDITIONS REFERENCED THEREIN, INCLUDING, THEIR HEIRS, ASSIGNS OR SUCCESSORS, UNLESS AND UNTIL SUCH ROADS ARE BUT NOT LIMITED TO, THE FOLLOWING: IMPROVED TO KING COUNTY STANDARDS AND ARE DEDICATED AND .ACCEPTED .BY KING COUNTY FOR MAINTENANCE. RESERVED BY: CECIL A. TRIPLETT AND HELEN J. WARNING: KING COUNTY HAS NO RESPONSIBILITY TO BUILD, IMPROVE, TRIPLETT, HIS WIFE PURPOSE: MAINTAIN OR OTHERWISE SERVICE THE PRIVATE ROADS CONTAINED WITHIN OR AREA AFFECTED: NOT DISCLOSED PROVIDING SERVICE TO THE PROPERTY DESCRIBED IN THIS SHORT SUBDIVISION. EAST 110 FEET OF SAID LOT RECORDED: FEBRUARY 15, 1978 RECORDING NUMBER: 7802151276 CORPORATION: 3. A RIGHT OF WAY AND/OR EASEMENT, WITH NECESSARY APPURTENANCES OVER, STATE OF WASHINGTON THROUGH, ACROSS AND UNDER SAID PREMISES, INCLUDING, BUT NOT LIMITED COUNTY OF KING TO, THE FOLLOWING. ON THIS DAY PERSONALLY APPEARED BEFORE ME TO ME KNOWN TO BE THE OF FOR: WATER MAINS A PERMANENT EASEMENT OVER. WEST 5 FEET THE CORPORATION DESCRIBED IN THE FOREGOING INSTRUMENT, GRANTEE: KING COUNTY WATER DISTRICT N0. 58,A AND ACKNOWLEDGED THE SAID INSTRUMENT TO BE THE FREE MUNICIPAL CORPORATION ADDRESS NOTE: AND VOLUNTARY ACT AND DEED OF SAID CORPORATION FOR RECORDED: RECORDING NUMBER: MARCH 14, 1980 KULWANT SINGH GREWAL BAUIT KAUR BREWAL THE HOUSE ADDRESS SYSTEM FOR THIS SHORT PLAT SHALL BE AS FOLLOWS:' THE USES AND PURPOSES THEREIN MENTIONED, AND ON OATH STATED THAT HE SHE WAS AUTHORIZED TO EXECUTE THE SAID / 8003140137 ADDRESSES SHALL BE ASSIGNED FOR THE NORTH -SOUTH ROADS WITHIN THE • RANGE OF N/A TO N/A AND WITHIN THE RANGE OF _ TO _ ,FOR THE INSTRUMENT ON BEHALF OF THE CORPORATION. TOGETHER WITH A TEMPORARY EASEMENT OVER: VIEST 15 FEET - M.E.R.S. BANK OF AMERICA _ - _ - v_ __ - _ST ROADS .NDI ! .eN ILD WILL BE ASSIGNED TO THE PRIC(;U L ,:.EAST=Y�F O i VDIUA ADDRESSES ENTRANCE OF EACH RESIDENCE OR BUILDING IN ACCORDANCE WITH KING CGUNTY GIVEN UNDER MY HAND AND OFFICIAL SEAL THIS DAY OF 4. EASEMENT AND THE TERMS AND - CONDITIONS REFERENCED THEREIN, INCLUDING, CODE 16.08. 20- BUT NOT LIMITED TO, THE FOLLOWING: STATE OF WASHINGTON, I SS. GRANTEE. ADJOINING PROPERTY OWNERS COUNTY OF IMPERVIOUS SURFACE' PURPOSE. INGRESS AND EGRESS 1 CERTIFY OR HAVE SATISFACTORY EVIDENCE THAT SIGNED THIS DEDICATION AND ACKNOWLEDGED IT TO BE (HIS/HER) FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED SIGNATURE OF NOTARY PUBLIC PRINTED NAME OF NOTARY PUBLIC MY APPOINTMENT EXPIRES STATE OF WASHINGTON, SS. COUNTY OF I CERTIFY OR HAVE SATISFACTORY EVIDENCE THAT SIGNED THIS DEDICATION AND ACKNOWLEDGED IT TO BE (HIS/HER) FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED SIGNATURE OF NOTARY PUBLIC PRINTED NAME OF NOTARY PUBLIC MY APPOINTMENT EXPIRES RECORDER'S CERTIFICATE .................... FILED FOR RECORD THIS ........... DAY OF .......... 20....... AT ...... M IN BOOK .......... OF ............ AT PAGE......... AT THE REQUEST OF ....... OWEN„ B;,,HILLE...... SURVEYOR'S NAME ................................. ....................................... MGR. SUPT. OF RECORDS AREA AFFECTED: NORTHERLY 15 FEET OF THE EASTERLY IMPERVIOUS SURFACE FOR THE DRIVEWAY AND HOUSE ON EACH LOT IS LIMITED TO 110 FEET OF SAID PREMISES 2500 SQUARE FEET PER THE APPROVED SMALL SITE DRAINAGE PLAN. IF ADDITIONAL IMPERVIOUS IS PROPOSED THEN THE SITE SHALL BE SUBJECT TO ADDITIONAL. RECORDED: APRIL 7, 1997 DRAINAGE REVIEW. RECORDING NUMBER: 9704071508 SAID EASEMENT CONTAINS A PROVISION FOR BEARING A SHARE IN THE COST OF BMP/COVENANT NOTE: NOTARY PUBLIC IN AND FOR THE STATE MAINTENANCE, REPAIR OR RECONSTRUCTION OF SAID COMMON ROAD BY THE SINGLE FAMILY RESIDENCE AND OTHER IMPROVEMENTS CONSTRUCTED ON OF WASHINGTON. MY COMMISSION COMMON USERS. THE LOTS CREATED BY THIS SUBDIVISION MUST IMPLEMENT THE FLOW CONTROL EXPIRES 5. EASEMENT AND THE TERMS AND CONDITIONS REFERENCED THEREIN, INCLUDING, BEST MANAGEMENT PRACTICES (BMPS) STIPULATED IN THE DRAINAGE PLAN BUT NOT LIMITED TO, THE FOLLOWING: DECLARATION OF COVENANT AND GRANT OF EASEMENT RECORDED FOR EACH LOT. CORPORATION: COMPLIANCE WITH THIS STIPULATION MUST BE ADDRESSED IN THE SMALL PROJECT STATE OF WASHINGTON GRANTEE: PUGET SOUND ENERGY, INC., A DRAINAGE PLAN SUBMITTED FOR DRAINAGE REVIEW WHEN APPLICATION IS MADE COUNTY OF KING WASHINGTON CORPORATION FOR A SINGLE FAMILY RESIDENTIAL BUILDING PERMIT FOR THE LOT. ON THIS DAY PERSONALLY APPEARED BEFORE ME PURPOSE. TRANSIMISSION, DISTRIBUTION AND TO ME KNOWN TO BE THE OF SALE OF GAS AND ELECTRICITY AREA AFFECTED: AS CONSTRUCTED OR TO BE (NOT TO SCALE) VACINITY MAP SE. 176TH ST. V) N � Q 180TH ST. SE. 180TH SSE. T. o SITE W SE. 182TH ST. 0 w N Q SE. 184TH STD N THE CORPORATION DESCRIBED IN THE FOREGOING INSTRUMENT, CONSTRUCTED AND ACKNOWLEDGED THE SAID INSTRUMENT TO BE THE FREE AND VOLUNTARY ACT AND DEED OF SAID CORPORATION FOR RECORDED: OCTOBER 9, 2006 THE USES AND PURPOSES THEREIN MENTIONED, AND ON OATH RECORDING NUMBER. 20061009000537 STATED THAT HE / SHE WAS AUTHORIZED TO EXECUTE THE SAID INSTRUMENT ON BEHALF OF THE CORPORATION. THE DESCRIPTION CONTAINED THEREIN IS NOT SUFFICIENT TO DETERMINE ITS EXACT LOCATION WITHIN THE PROPERTY HEREIN DESCRIBED. GIVEN UNDER MY HAND AND OFFICIAL SEAL THIS DAY OF 6. COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS CONTAINED 20— IN SHORT PLAT. RECORDED: JANUARY 27, 1978 RECORDING NUMBER. 7801270882 7. A RESOLUTION OF CASCADE SEWER DISTRICT, ADOPTING A SCHEDULE OF LATE COMERS CHARGE FOR SPECIFIED AREAS OF PROPERTY ADJACENT TO WATER MAINS WHICH WILL NECESSITATE RECONSTRUCTION AND THE TERMS AND CONDITIONS THEREOF:. L'-I RECORDED: JANUARY 30, 1968 Q NOTARY PUBLIC IN AND FOR THE STATE RECORDING NO: 6298164 OF WASHINGTON. MY COMMISSION J EXPIRES O SURVEYOR'S CERTIFICATE Cramer Northwest Inc. THIS SHORT PLAT MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECT SUPERVISION IN Surveyors Planners & Engineers CONFORMANCE WITH THE REQUIREMENTS OF THE APPROPRIATE STATE AND LOCAL STATUTES 945 N. CENTRAL, STE. #104, KENT, WA 98032 IN --___ Oct. 2008 (253)852-4880 (local) 1—(800)251-0189 (toll free) (253)852-4955 (fax) P.L.S.. CERTIFICATE NU. 40016 _ E—MAIL: .-±'1,9icramernw.com I' PROJECT NAME KULWANT GREWAL 116TH AVE SHORT PLAT C 0 ALE KONDELIS CREATED: Tue Apr 09 08:4600 2002 PREY. PLOT. Tue Oct 07 1 INSTRUMENT USED: GEODIMETER 600 AND/OR TRIMBLE 5603DR200+ METHOD: TRAVERSE EXCEEDING REQUIREMENTS OF WAC. 332-130-090. INDEXING DATA: S.E. 1/4, N.E. 1/4, SEC. 32, T. 23 NORTH, R. 5 FAST, W.M. DRAWN BY: DATE: JOB NO.: J.E.R. Fri., Oct. 10, 2008 2002-047S CHECKED BY: SCALE: SHEET: 0. B. H./J.A. 0. N/A 1 OF 2 Jct. 10, 2008, 14:53:19 C: TMCUSTOM Projects Jobs 2002-047.pro u RECORDING NO. VOL./PAGE L411 SHORT PLAT NO. L03S0008 P.HUIVG SMOR T PLA T KING COUNTY, WASHINGTON LOCATED IN THE S.E. 1/4, OF THE N.E. 114, SCALE: GRAPHIC SCALE 1"=40' King County OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., 1 inch = 40 �i-. KING COUNTY, WASHINGTON 40 0 40 PORTION OF: S.E. 1 /4, N.E. 1 /4, SEC. 32, T. 23 NORTH, R. 5 EAST; W.M. FOUND CONC. NON. IN CASE A W/ NAIL AT CENTERLINE S.E. 18 0 TH S TREE T (PUBLIC) OF P.R.C. _ S89'23'42E 568.79' (CALC'D.) 568.792' (PLAT) A�=239-56 Arc-98'58 _ a,50014,M - 0(PLgT) 52300-I11-----" -=--- ----------------------T-------------------------------------3g _-_----- =2cR� ------------------ 42 -~�1I �1 I OCK 1 I EASEMENT FOR INGRESS, EGRESS I �1 I I HL EDITION I OVER THE NORTH 15' OF THE EAST 110' OF PARENT PARCEL 60 FOUND MON. CASE Gti�AI I td d I i B� ORS STADg5) PER REC. NO. 9704071508 I i 30' ry W/ BROKEN CONC. MON. r +`(.'ram 2 ^ I (1 L. 67' I 1 I ti p • P -� I I � ^ � - I I I EASEMENT FOR UNDISCLOSED PURPOSE I I " I. 1 ON �kjti 3 U OVER EAST 110' OF PARENT PARCEL I I o 1 S 0 ST 10DITI p0`t'2rO°� ^ j a i a a LOT 6 i LOT 5 I LOT 3 I PER REC. N0. 780215127s LOT 1 I J I H I{ER PG 95) 51 �1 000 o ci I VOL 67' � �y 11 � � o� I � a � 2 I I LOT 2 I ( �� o oo I 'n �; CI; PARENT PARCEL: I 1 1 I Q, I W �, 0" p� • ` I '3u' 6' WOOD FENCE I 45, 465 SQ. FT• 3.5' CHAINUNK FENCE MEANDERS I I `t I • C6 g RUNS 0.3'-1,1 ' N. I 1 1.04 ACRE)1 3.3'1NORTH-0.1 � SOUTH OF LINE I I I 041 �, t�,• �� rO 69 J I OF LINE I I I I 6' HIGH WOOD FENCE MEANDERS I I I I � W % 1 0 0 1 S89'35 54 E 634.57 I W CF p W r r I l X_ 1 2.2 t TO 0 2't NORTH OF LINE 1 ry6 U I 115.00' 100.00' 184.37' r� r� � I �V r, 1to � o I ��' 1 , `235.20' I S01'15'23"W 15.00' -30.00 - Q r, I PRIVATE DRAINAGE X I Y to _ _ _ EASEMENT LOT 3 Brij 1 Z N89 39 57"W I I z �(' �, LOT 7 3 W I i xpX. E•1 ►� ? , ' LOT 1 LOT 2 0 3 15 089 SQ. FT. 1 `'' -i 110.00' I I �QGQ��� ZONED' _ ° "P ! I 1 i� 6,364 SQ. FT = � (: ) f - JSE .)E 1 �c of o 1 7,284 SQ. FT N^ 0 35 ACRE �u Ci 1 �0 P 1 2 0 4' CHAINUNK FENCE I o I 0 17 ACRE IS 0.1 f -0.3.+ c�In 10R, ph �, R_g�$0 p o I 11 ( ) (0.15 ACRE) `° n � p 1 1�6 r_ 1 N ti ,�`Q o I I N89'39'S7W 1$ply 1= 0W 3 SOUTH OF UNEo�2I 25.54' a LOT 2 KCSP N0.477028 0 1 �_ _ I LOT 4 3 N � i i C0 I 60.58 100.00 _ _ _ _ _ _ oZ 12,382 SQ. FT. `* `� I o 0 1 / I Ra�3.50' S89'39'S7"E 160.58' ic) — I PRIVATE DRAINAGE :++ ;H (0.28 ACRE) LOT 1 KCSP N0.477028 Into I '•• d 3B 471D6" TRACT "A" 4,347 SQ. F7 EASEMENT NSHEO - - - - - - - - - - - - - - ao 00 --S89'39` - - 664.65' PLAT - - - I � (0.110 ACRE), t ' N N 132.39' - - - - - - - - - - - - � I (_ _) _ _ I N'c=29. 215.01' 177.25 10' X 15' SEWER MAIN I 1 I I I N89'39'57W 524.65' I - — — 1 — — N89'39'57"W 110.00' — — �� 30, I EASEMENT PER J I I 5.5' CHAINUNK FENCE REC. 17112200204 I _ _. N. LINE, S. 112, N. E. 1 J4; `5E: 1 /4, N: E: __ 1� 4 _ ... �_ _.___ �_ _. _ 1 _ . _,-- .-- -- EASEMENT FOR WATER UNE I_ MEANDERS ALONG LINE I UPUTY POLE LINES 1 .. NO CAP I PLA PER REC. NO. 7802151276 FOUND 5 8- REBAR I - UN TIED I TO HOUSED N.W. 1 I 0.2f WEST & 0.1'f NORTH I I I TRACT A A JOINT USE DRIVEWAY R-8`SO I TAX LOT TAX LOT 322305-9210 TRACT FOR INGRESS, EGRESS, ZONED' I I OF CALC'D. PROPERTY CORNER I R=45' I PRIVATE DRAINAGE AND UTILITIES #322305-9210 I # I rl, 1 1 I I LOT 1 I � I --—————— — — — — —I I 3 I I EW GARDENS 67' I VOLUME I I ; BASIS OF BEARINGS: I W I BEARINGS SHOWN HEREON ARE BASED ON THE PLAT OF BANKERS FIRST ADDITION, BEING NORTH 74'26'09" EAST, AS MEASURED �w LOT 2 1 'ADO o BETWEEN FOUND MONUMENTS AT INTERSECTION OF S.E. 181ST AND 112TH AVE S.E. AT THE POINT OF RADIAL CURVE OF S.E. 1 I 18OTH ST. AS SHOWN HEREON. I M aW i l o NOTES: 3 I � o I 1. MONUMENTS LAST VISITED 4-5-02 N "� 2. THE BOUNDARIES SHOWN ON THIS SURVEY REPRESENT DEED LINES I ONLY, ACTUAL OWNERSHIP MAY OTHERWISE BE DETERMINED. �I^ 00 REFERENCE SURVEYS: I (R1) PLAT OF BANKERS 1ST ADDITION VOLUME 67, PAGE 95 I (R2) PLAT OF VIEW GARDENS NO. 2 VOLUME 67, PAGE 38 I (ROTATED TO MATCH R 1 0-47-12 CLOCKWISE) I I I 60.00' I I I I I I I I 1 I i I i I I i I I (R3) K.C.S.P. NO. 477028, RECORDING NO. 7801270882 I I I I I I I LEGAL DESCRIPTION: (PER PACIFIC NORTHWEST TITLE COMPANY REPORT ORDER NO. 679024) LOT 2, KING COUNTY SHORT PLAT NO. 477028, RECORDED UNDER KING COUNTY RECORDING NUMBER 7801270882, BEING A PORTION OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON. CONSTRUCTION NOTE: THE ROAD AND STORM DRAINAGE SYSTEMS SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLAN AND PROFILE, PLAN NO. P-4170 ON FILE WITH KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIROMENTAL SERVICES (DOES). ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE PROPER AGENCY, CURRENTLY DDES. PRIVATE DRAINAGE EASEMENTS AND COVENANTS: THE PRIVATE DRAINAGE EASEMENT WITHIN LOTS 1 AND 3 ARE FOR THE BENEFIT OF LOTS 1, 2, AND 3. THE OWNERS OF SAID LOTS SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE DRAINAGE FACILITIES WITHIN THE DRAINAGE EASEMENTS AND SHALL EQUALLY SHARE IN THE COST OF THE MAINTENANCE OF THESE DRAINAGE FACILITIES. 1 1 Cramer Northwest Inc. Rod=20.00' / Rod=20.00' Arc=30.96'�Arc=31.e5' Surveyors Planners & Engineers I S.E. 182ND ST. I I 945 N. CENTRAL, STE. #104, KENT, WA 98032 N89'56'02`W 664.95' (CALC'D) I (253)852-4880 (local) -664.93' (R2) - 1 1-(800)251-0189 (toll free) IV (253)852-4955 (fax) CALC'D. POINTS PER PLAT OF VIEW GARDENS NO. 2 (VOL. 67, PG. 38) E-MAIL: cni®cramernw.com PROJECT NAME: KULWANT GRE0L 116TH AVE. SHORT PLAT CIO ALE KONDEUS CREATED: Tue Apr 09 08:46:30 2002 11PREV. PLOT.• Fri Oct 10 15.02:01 LEGEND: ® FOUND MONUMENT AS NOTED I® FOUND EMPTY MON. CASE ® SET 1/2" REBAR & CAP CNW "40016" 0 FOUND 5/8" REB,AR W/0 CAP (PLAT) BANKERS 1ST ADDITION INSTRUMENT USED: GEODIMETER 600 AND/OR TRIMBLE 5603DR200+ METHOD: TRAVERSE EXCEEDING REQUIREMENTS OF WAC. ' 332-130-090. INDEXING DATA: S.E. 1/4, N.E. 1/4, SEC. 32, T. 23 NORTH, R. 5 EAST,' W.M. DRAWN BY: J. E. R. CHECKED BY: 0. B. H./J.A. 0. Fri., Oct. 10, 2008, 15.51:56, DATE: Fri., Oct. 10, 2008 SCALE: 1 inch = 40 FT. JOB NO.: 2002-047S SHEET: 2 OF 2 >jects\Jobs\200, .Pro :f CONCEPTUAL DRAINAGE PLAN I • FOR PHUNG SHORT PLAT 1 ` L 0 CA TED IN THE S. Ef. 114, OF THE N.E. 114 / OF SECTION 32, TOWNSHIP �? 3 NORTH, RANGE 5 EA S T, W. M. , r I KING COUNT Y, WASHINGTON I - 1 � fry 4'1 S.E. 1 80TH STREET - - - S89'23'42 "E 568.79' (CALC'D.) 568.792' (PLAT) '9 8.68' (BASIS OF BEARINGS) i w vi -'J _ R Arm r7 US-4 -I > w t; O Up0` 34'q2 — — --- q LOT a Rh,' , R E I - - - u ± ACRE) LEGAL DESCRIPTION: a J G - — - pp .. 3Q' �, � � �,•` �I e Y i ¢.7(s '` '(�� .. • y ; 1' ,ry � i� O C _J W •_ ' _ O v I a l 4 »--' (AS P ?OVIDED BY CLIENT) O w V cr C i ^I , c _; " i' . �' £' LOT 2 OF KING COUNTY SHORT PLAT NO. 477028, DESCRIBED AS: - `" ¢ � ?, ✓ i =r Ba�iI,ER� I a.��L,,1�r1 `� �' (VOL, 6 _ 51) " z ` TEAT PORTION OF THE NORTHEAST QUARTER OF THE SOUTHEAST COT 3: 1 r, f U QUARTER OF THE NORTHEAST QUARTER OF SECTION 32, TOWNSHIP ti I T M. IN KING COUNTY, WASHlNGTON, IS � w LOT 4: 1�. ,t,7 _. 4c4r;— �. ol� j 23 NC RTH, RANGE 5 EAST, W. ! ti r DESCRIBED AS FOLLOWS: 1 �q _\ N SOUTHEAST CORNER OF LOT 1 BLOCK 1, BANKER'S ; �? z' V) EDGE OF % wl W BEGINr ING AT THE SOOT EAS --� , • � � r, FIRST ADDITION, ACCORDING TO THE PLAT RECORDED IN VOLUME 67 -0F ASPHALT w: U - i T, I N012TN BO NOS 50Vr1 i OF A l 0. ,:, \ S89'35S4 "E 634 5 I oo \ Q �+ ® o �n ti PLATS. PAGE 95, RECORDS OF KING COUNTY, WASNINGTON; ,��-}},, T'hENC! SOUTH 01'1523" WEST 15 FEET; I , - _ _ — _ - - �-f' I No Rn 16OUNO A 1 w�� 100.00 100.00 -- - -- ------ - - - , THENC'" NORTH 890'39'57" WEST 1 10.00 FEET; r ' _=o \ r 199.37 �, 235.19 D.00 '� r- o tiz 1 _ _ , ` GRAVEL DRIVE I THENC : SOUTH O I' 1523" WEST 68.042 FEET; i I /�� 1 `� _� �, T- 4� �L C T — I i o THENC:. NORTH 89'39'57' WEST 524.65 FEET; I "� l n Q c, C"' z I "� •/� L r 1 1 / LOT 3 y 3 H �' N893957W a; •� THENCS NORTH O1 18 12 EAST 83.819 FEET TO THE SOUTH LINE OF + i ro - ti i \ f , a ro HOUSE v� r\, t 10.00' N 21 E/� ST 4�bUND �J „ nil, \ \ � j SAID PLAT;THENCE SOUTH. 89 35 54 EAST ALONG SAID SOUTH LINE N N -------- ' p I I - 634.5 ' FEET TO THE POINT OF BEGINNING, • \ LOT\2 KCSF- 4 , ; 028 5 2 v T-4� "� 4� '`� I 2 E/kST 3ovN0 C 1 00 BASIN `�I v cn • O . I Rad=43,ba" _``� I ao o �o c, 1 ��, �- r ? 38'47 ! SHEDS TO BE , _ a o $ f, HEly ,HMARK. ' �, o BOUNDARY o NEW HO1,ifE, r7 - N89'39 571Y , , 10 \� 23 Ehc S T L3 DUN L7 Li 1 !� o Arc2 .4b cn to REMOVED r N u, v r T 0. 5809 j.:. 2 9 I \ DISFEf ION TRENCH o I . °� I KING COUNTY SURVEY CONTROL POINT N � rr ¢ : ,..v, � J :; " r. 25.54 45.57 100.00 5 TYPICAL �, ,�, j T- 2 rn :� n �,. C!J \ \ DESCF BED AS A 4 X 4 CONCRETE MONUMENT t• DTL�1/1, JYP SHED - _!�B w 2 �7lST 3but.tf� C Z�f _ ter, S89 39 57 £ 145..>8 1 p w ( r. J \, . o `" WITH r.EAD &TACK IN CASE SET 0.65' BELOW GRADE, -5 T: f — ._ r SHED j r c, J��t' 1 ..+--�-- -�-,---ram- , f o I �i �,, • o < �. , w T 1 - LOCAT' D AT THE INTERSECTION OF S.E. 192ND STREET ! 1 S89'39 57-E 664.65 PLAT ,, ' �'. o f ` 4° E j 5 NU Q Il f S I f 1 1 1 y (PLAT) — — T — _ 200.01 �92.25 _ „F' , \� 132.39 N89 39 57V 1 10.00 AND 1 16TH AVENUE N.E. �� /N US-1 -- fo N8939 57'ly 524.65 �� {�------� JOINT USE DRIVEWAY "� ELEVA"ION=514,97 U.S. FEET TRACT DTL 2 1 / — ' DATUM: PLATTED NORTH AMERICAN VERTICAL DATUM OF 1988 i 7US-2 SITE BENCHMARK: UN PER K iJG COUNTY DEPARTMENT OF PUBLIC WORKS 7 SET 60D NAIL IN WEST SIDE OF UTILITY POLE 1; SF 17Crih St , I / I I c Trrz• 1DWATnv11A DV. , IEL.a499.70 U.S. FEET `I ' WIDEN AND PAVE EX CUL-DE-SAC — 1 TREE LEGEND & TABLE. W CONIFEROUS TREE PAVE EXIST. Q I/i I GRAVEL LIMITS DECIDUOUS TREE ti J T- 1: 25" FIR IC/) Q T- 3" CEDARS {2? L / I I T-3: 28" WAL"vvT T- o I ` ' - 5: 1 7" WALNUT I CONC V),- ! EPT UAL DRAINA GE PLAN , _ ur aE1P,r�ii:,1 o ° o r _.r,ND.level outlet . Henson Hill Elementary Sohool ° 17 ° ° ° DES6 IPTION iUffr ' EXISTING ° U 0 4 � ° ° i D o Y D l v' V U a o D I f a STORA� SEWER - X. S_ hf . D D �� r in 0 4 Q °Q V ° t� D o Q o 0 0 9J SANIT; RY SEWER D 0 r r Ct1 0 ° ° Q ..S''' It l'IL 1.1 a1a-LJ.��'.P111C(J�01L�4f JrXiLlr ('I r�Ir r •'�I J: Ir 'fir I , fop:� f;.- L:-r r I:J: ' r ..,..:t 'rt - .` .,.. , J 1 . fl. Jf L.. ,11, f.,,.,;,-,I. fl,� .J:f a, r' .J.J '/1 i J:If 'IYrJ _L_ .l. }'I .,J.IJIII:1(J o°° o V° o o D° o i �!f J WA 0 s min °o ° °o o° AC PfVING ... �. ; I ° ° ° ° A ° ° ° 4" perf pipe CONC- SIDEWALKQ Do -, ° I pD ° °° ° XX.xX x.xs 18" min a °�oD- qp° , o D U o ° SPOT ELEVATIONS - ° D ° ° a o °c�° o D o 11�2 -3�4 wn�led lock U ° Q p o C7 °O ° CJ p CONTliLRS 50 -----_ ----- n N .. ° ° o D ° o D ° ° ° o o ° ° ° 00 PARKI, JG �,- ff J n oo p O 4 °° p ° o° o b o ° o° o° VARIES STORLT CATCHBASIN � in 20'-0" MIN. _n i 24 min 1'" I Y'- I SANIDRY SEWER MANHOLE -6q co 8 o" VAR ES �,,— I 'k MIN.4WATEr VALVE z rL. �! TRENCH X-SECTION FIRE HYDRANT }} c I F r \ Z + { t z w UTILIIY POLE _ �� d- �+ Ix�cj L Y NTS W W .r', w ]� `, f, z / CY SI0 e a QJ w 3 . r d DECIDUOUS TREE r I v p = 4 1 �` U- w i small catch basin or yard drain t r, - _. O o ''' r'f a CONIFER TREE -�:' [ r> 2� X O� W 3 �,• GUY WIRE POLE © # a �� level trenches o 1- u�' I \ ?• 6" WIDT=r - GUY WIRE CGRB T ' 700 s . ft. o 02 FT./F[, \ ' S ,�/- . . __ - WATER METER O Type I CB standard , �' �.- / .. ,\ �\ \ •. ,� ���_ � ;� � > F >700 s . ft. dispersion trench .c r q w/ notched grade board length' s 100er 700 q P • ft. V, �� , . of roof area, NOTE;{` �` 4',. t..> t:. See Figure 4.22.0 Of the 2" COMPACTED DEPTH CLASS B SEE SEC. 2.09 g ASPHALT CONCRETE140 r\ e4 t d v� •'' �� i r`I Surface Water Design Manwil , ', p '1. 1 1 /2" MIN. COMPACTED DEPTH CRUSHED ` `° ,.. - Lij N c `� SURFACING TOP COURSE Li I n 2 1/2" MIN. COMPACTED DEPTH CRUSHED Q ti I PLAN VIEW OF ROOF SURFACING BASE COURSE r N TS LIJ '' ADDITIONAL TREATMENT MAY BE D E C REQUIRED DEPENDING ON SOIL MAR 10 I CONDITIONS. SEE SEC. 4.02 k N TRENCH D TL 2 1 1 , JOINT USE DRIVE WA DTL /> DISPERSIO r _ K.C. D.D.E•I7 NTS NTS ; =, & I CA 0 5 0:3 0 C-) > m r!", C) C3 w 0 0 rri m I C ;0 z 0 k APPROVALS: DEPARTMENT OF ASSESSMENTS RECORDING NO. VOL./PAGE Laft 011-00 7 RTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVI SHORT PLAT NO. T Tm 4A CL P EXAMINED PROVED THIS DAY OF 20 EXAMINED AND APPWV`ED DAY OF 20-CL SCALE: GRAPHIC SCALE 1"=100' Ming County DIVISION DIRECTOR, LAND USE SERV IVISION AS.StSSOR 1 inch = 100, b 100 200 300 DEDICATION EXAMINED AND AppR HIS — DAY OF 20_� DEPUTY ASSESSOR PORTION OF: KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED ACCOUNTNUMBER-_ 322305-9197 OWNERS OF INTEREST IN THE LAND HEREBY SHORT SUBDIVIDED, HEREBY DECLARE, I PMENT ENGINEER SiE. 1/4, N.E. 1/4, SEC. 32, T. 23 NORTH, R. 5 EAST, W.1V. THIS SHORT PLAT TO BE THE GRAPHIC REPRESENTATION OF THE SHORT SUBDIVISION MADE HEREBY, AND DO HEREBY DEDICATE TO THE USE OF THE PUBLIC FOREVER CITY OF RENTON PInMTTRC7tMt"4&/PUBLIC WORKS DEPARTMENT ALL STREETS AND AVENUES NOT SHOWN AS PRIVATE HEREON AND DEDICATE THE USE THEREOF FOR ALL PUBLIC PURPOSES NOT INCONSISTENT WITH THE USE EXAMINED AND APPRWIED THIS 30 DAY OF J94114 20-a-1 I — _f Piff UJVG7 THEREOF FOR PUBLIC HIGHWAY PURPOSES, AND ALSO THE RIGHT TO MAKE ALL S.HORT PLAT NECESSARY SLOPES FOR CUTS AND FILLS UPON THE LOTS SHOWN THEREON IN THE EXCEPTIONS OF RECORD: ORIGINAL EASONABLE GRADING OF SAID STREAND AVENUES, AND FURTHER DEDICATE RTO THE USE OF THE PUBLIC ALL THEETS EASEMENTS AND TRACTS OWN OWN ADMINISTRATOR L 0 CA TED IN THE (PER PACIFIC NORTHWEST TITLE COMPANY UNDER ORDER NO. 679024) ON THIS SHORT PLAT FOR ALL PUBLIC PURPOSES AS INDICATED THEREON, IN S. E. 114, OF THE N. E114 CLUIDING BUT NOT LIMITED TO PARKS. OPEN SPACES, UTILITIES ANDDRAINAGE . p 1. A RIGHT OF WAY AND/OR EASEMENT, WITH NECESSARY APPURTENANCES OVER, UNLESS SUCH EASEMENTS OR TRACTS ARE SPECIFICALLY IDENTIFIED ON THIS OF SECTION 32, TO WNSHIP 23 NORTH.. D THROUGH, ACROSS AND SAID PREMISES, INCLUDING, BUT NOT LIMITED 10, SHORT PLAT AS BEING DEDICATED OR CONVEYED TO A PERSON .OR ENTITY OTHER THE FOLLOWING: THAN THE PUBLIC, IN WHICH CASE WE DO HEREBY DEDICATE SUCH STREETS, SPRINKLER NOTE: RANGE 5 EAST, W.M., EASEMENTS, OR TRACTS TO THE PERSON OR ENTITY IDENTIFIED AND FOR THE FOR. SEWER MAINSPURPOSE STATED. ANY FUTURE RESIDENCE(S) TO BE CONSTRUCTED ON THIS SHORT PLAT .SHALL BE KING COUNTY, WASHINGTON A PERMANENT EASEMENT. OVER: SOUTH 10. FEET OF THE WEST 15 FEET FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SHORT REQUIRED TO BE CONSTRUCTED WITH A (N.F.P.A.) NATIONAL FIRE PROTECT ON GRANTEE: CASCADE SEWER DISTRICT, A MUNICIPAL SUBDIVIDED WAIVE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS AND ANY ASSOCIATION STANDARD 13D SPRINKLER SYSTEM UNLESS OTHERWISE APPROVED CORPORATION BY KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES PERSON 0 ' R ENTITY DERIVING TITLE FROM THE UNDERSIGNED, ANY AND ALL (O.D.E.S.) OR ITS SUCCESSOR AGENCY. RECORDED: DECEMBER 20. 1971 CLAIMS FOR DAMAGES AGAINST KING COUNTY, ITS SUCCESSORS AND ASSIGNS WHICH MAY BE OCCASIONED BY THE ESTABLISHMENT, CONSTRUCTION, OR MAIN7- RECORDING NUMBER. 7112200204 TENANCE OF ROADS AND/OR DRAINAGE SYSTEMS WITHIN THIS SHORT SUBDIVISION SCHOOL IMPACT FEES: EASEMENT AND TRACT MAINTENANCE- TOGETHER WITH A OTHER THAN CLAIMS RESULTING FROM INADEQUATE MAINTENANCE BYKING TEMPORARY EASEMENT OVER: SOUTH . 15 FEET OF THE WEST 20 FEET. COUNTY. SCHOOL IMPACT FEES SHALL BE ADDRESSED AT THE TIME OF BUILDING ALL PRIVATE EASEMENTS AND/OR TRACTS TO BE MAINTAINED, REPAIRED, AND/OR PE LIM I I WITH KCC 21A-43. REBUILT BY THE OWNERS OF THE PARCELS HAVING LEGAL ACCESS THEREFROM AND FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SHORT THEIR HEIRS, ASSIGNS Of? SUCCESSORS, UNLESS AND UNTIL SUCH ROADS ARE 2. EASEMENT AND THE TERMS AND CONDITIONS- REFERENCED THEREIN, INCLUDING., SUBDIVIDED AGREE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS TO INDEMNIFY TO KING COUNTY STANDARDS AND ARE DEDICATED -AND ACCEPTED BY MPS FEE BUT NOT LIMITED TO, THE FOLLOWING: MIMPROVED ., AND HOLD KING COUNTY, ITS SUCCESSORS AND ASSIGNS, HARMLESS FROM ANY NOTE: KING COUNTY FOR MAINTENANCE. DAMAGE, INCLUDING ANY COSTS OF DEFENSE, CLAIMED BY PERSONS WITHIN OR RESERVED BY: CECIL A. TRIPLETT AND HELEN J. WITHOUT THIS SHORT SUBDIVISION TO HAVE BEEN CAUSED BY ALTERATIONS OF, THIS SHORT PLAT IS SUBJECT TO KING COUNTY CODE 14.75, KING COUNT WARNING: KING COUNTY HAS NO RESPONSIBILITY TO BUILD, IMPROVE, PURPOSE. TRIPLETT; HIS WIFE THE GROUND SURFACE, VEGETATION, DRAINAGE, OR SURFACE .OR SUB -SURFACE ROAD MITIGATION PAYMENT SYSTEM (MPS). THE MPS FEES PLUS THE MPS INTAIN OR OTHERWISE SERVICE THE PRIVATE ROAOS CONTAINED WITHIN OR AREA AFFECTED: NOT DISCLOSED WATER FLOWS WITHIN THIS SHORT SUBDIVISION OR BY ESTABLISHMENT, CON- ADMINISTRATIVE FEE SHALL BE PAID AT THE TIME OF BUILDING PERMIT VIDING SERVICE TO THE PROPERTY DESCRIBED IN THIS SHORT SUBDIVISION. STRUCTION OR MAINTENANCE OF, THE ROADS.. WITHIN. THIS SHORT SUBWVISLON_ APPLICATION AT THE PATE IN EFFECT AT THAT TIME. EAST 110 FEET OF SAID LOT PROVIDED THIS WAIVER AND INDEMNIFICATION SHALL NOT BE CONSTRUED AS RECORDED: FEBRUARY 15, 1978 RELEASING KING COUNTY, ITS SUCCESSORS OR ASSIGNS, FROM LIABILITY FOR RECORDING NUMBER: 7802151276. : ------ --- DAMAGES, INCLUDING THE COST OF DEFENSE, RESULTING IN WHOLE OR IN PART TRACT Li 1V CE NOTE: FROM THE NEGLIGENCE OF KING COUNTY, ITS SUCCESSORS, OR ASSIGNS. CORPORATION: A RIGHT OF WAY AND/OR EASEMENT, WITH NECESSARY APPURTENANCES OVER, THIS SUBDIVISION, DEDICATION, WAIVER OF CLAIMS AND AGREEMENT TO TRACT A . IS A JOINT USE DRIVEWAY TRACT STATE OF WAISHINGTO* T_e'AA_'5 THROUGH, ACROSS AND UNDER SAID PREMISES, INCLUDING, BUT NOT LIMITED HOLD HARMLESS IS MADEvDRAINAGE,AND UTILITIES FOR THE BENEFIT OF THE OWNERS OF LOTS 1, COUNTY OF HNG. b A ((A.5 TO, THE FOLLOWING: THE DESIRES- OF SAID OWNERS.,WITH THE FREE CONSENT AND IN ACCORDANCE WITH 2 AND 3 OWNERSHIP OF LOTS 1, 2 AND 3 SHALL INCLUDE AN EQUAL AND ON THIS DAY PERSONALLY APPEARED BEFORE ME FOR: WATER MAINS UNDIVIDED OWNERSHIP INTEREST IN TRACT 'A' AND AN EQUAL AND UNDIVIDED TO ME KNOWN TO BE THE �M;�SIA84 "Sp_Crf4Af7,1___ OF A PERMANENT EASEMENT OVER. WEST 5 FEET RESPONSIBILITY FOR THE MAINTENANCE OF SAID JOINT USE DRIVEWAY 7p,^ICT.• 5 IN WITNESS WHEREOF WE, SET OUR HANDS AND SEALS. y THE CORPORATION DESCRIBED IN THE FOREGOING INSTRUMENT, GRANTEE: KING COUNTY WATER DISTRICT NO. 58,A MUNICIPAL CORPORA77ON ADDRESS NOTE: AND ACKNOWLEDGED THE SAID INSTRUMENT TO BE THE FREE RECORDED, ����QN1-(• C�tyeex AND VOLUNTARY ACT AND DEED OF SAID CORPORATION FOR RECORDING NUMBER: MARCH 14, 1980 LWANT SINGH GREWAL BAL 11 KAUR REWAL THE USES AND PURPOSES THEREIN MENTIONED, AND ON OATH THE HOUSE ADDRESS SYSTEM FOR THIS SHORT PLAT SHALL BE AS FOLLOYS: 8003140137 ADDRESSES SHALL BE ASSIGNED FOR THE NORTH -SOUTH ROADS WITHIN VIE STATED THAT HE / SHE WAS AUTHORIZED TO EXECUTE THE SAID TOGETHER WITH. A iv �aw u', RANGE (IF NIA TO NIA AND WITHIN THE RANGE OF TO FOR THE IUSTRUMEIff ON BEHALF' OF THE CORPORATION. TEMPORARY EASEMENT OVER: WEST 15 FEET /BANK, AMERI A e EAST -WEST &241S_IND�IVIDUAL ADDRESSES WILL BE ASSIGNED TO THE PRIA'CIPA( GIVEN UROER -MY- -HAND"-AND- OFFICIAL -SEAL THIS -A 'DAY OF R 3-UNT- WA 4. EASEMENT AND THE TERMS AND CONDITIONS REFERENCED THE EIN, INCLUDING. OF FAC_r np,�4,� ,1_AQCORDANCE WIT Kh'0 CODE 16.08. 20-0-9 BUT NOT LIMITED TO; THEFOLLOWING. STATE OF WASHINGTON, SS. GRANTEE. ADJOINING PROPERTY OWNERS - COUNTY OF IMPERVIOUS SURFACE: PURPOSE. INGRESS AND EG &L t AREA AFFECTED: NORTHERLY 15 rEq OF THE E4STERLY IMPERVIOUS SURFACE FOR THE ORIVEWAY AND HOUSE ON EACH LOT IS LIMITED TO 110 FEET OF SAID 'REMISES I CERTI OR aHESATISFA TORYdEQD NC TH T 2500 SQUARE FEET PER THE APPROVED SMAU SITE DRARWE PLAN. IF ADDIT70NAL w Ulrl�w Aw �w I I w IMPERVIOUS IS PROPOSED THEN TW S(TE SHALL BE SUBJECT TO ADDITIONAL RECORDED: APRIL 7, 1997 SIGNED THIS DEDICATION AND ACKNOWLtDGED IT TO BE (HIS/HER) FREE DRAINAGE REVIEW. RECORDING NUMBER: 9704071508 AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE SAID EASEMENT CONTAINS A PROVISION FOR BEARING A SHARE IN THE COST OF INSTRUMENT. BMPICOVENANT NOTE: NOTAR PUBLIC IN AND FOR THE STATE MAINTENANCE, REPAIR OR RECONSTRUCTION OF SAID COMMON ROAD BY THE DATED OF AHIN�T2,R. MY COMMISSION COMMON USERS. SINGLE FAMILY RESIDENCE AND OTHER IMPROVEMENTS CONSTRUCTED ON T S EXPIRE _a _cz 5. EASEMENT AND THE TERMS AND CONDITIONS REFERENCED THEREIN, INCLUDING, SIGNATURE OF PIR THE LOTS CREATED BY THIS SUBDIVISION MUST IMPLEMENT THE FLOW C011FROL PUBLIC Lk,; 4,y �3' "� NOTARY U LIC BEST MANAGEMENT PRACTICES (BMPS) STIPULATED IN THE DRAINAGE io RALINA pttlh BUT NOT LIMITED TO, THE FOLLOWING: X-1, PRINTED OF DECLARATION OF COVENANT AND GRANT OF EASEMENT RECORDED FOR EA(,iq LOT. CORPORATION: 0� ifr� - NOTARY MALL "ROJECT STATE Of WASHINGTON PUBLIC COMPLIANCE WITH THIS STIPULATION MUST BE ADDRESSED IN THE S GRANTEE. PUGET SOUND ENERGY, INC., A DRAINAGE PLAN SUBMITTED FOR DRAINAGE REVIEW WHEN APPLICATION IS MADE COUNTY OF KING WASHINGTON CORPORATION MY APPOINTMENT EXPIRES FOR A SINGLE FAMILY RESIDENTIAL BUILDING PERMIT FOR THE LOT. ON THIS DAY PERSONALLY APPEARED BEFORE ME PURPOSE. TRANSIMISSION, DISTRIBUTION AND ------ -- OF SALE OF CAS AND ELECTRICITY TO 14E KNOWN TO BE THE 12 1 8' 111 AREA AFFECTED: It AS CONSTRUCTED OR TO BE fill, 1� ()I- THE CORPORATION DESCRIBED IN THE FOREGOING INSTRUMENT, CONSTRUCTED AND ACKNOWLEDGED THE SAID INSTRUMENT TO BE THE FREE STATE OF WASMA")'�\� 'E.LAJ yOr" Iss. SE 176TH ST. AND VOLUNTARY ACT AND DEED OF SAID CORPORATION FOR, RECORDED: OCTOBER 9, 2006 COUNTY OF Uj THE USES AND PURPOSES THEREIN MENTIONED, AND ON OATH RECORDING NUMBER: 20061009000537 V) V) STATED THAT HE / SHE WAS AUTHORIZED TO EXECUTE THE SAID INSTRUMENT ON BEHALF OF THE CORPORATION. THE DESCRIPTION CONTAINED THEREIN IS NOT SUFFICIENT TO DETERMINE ITS EXACT LOCATION WITHIN THE PROPERTY HEREIN DESCRIBED. I CERTIFY OR HAVE SATISFACTORY EVIDENCE THAT GIVEN UNDER MY HAND AND OFFICIAL SEAL THIS DAY OF 6. COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS CONTAINED SIGNED T I' DEDICATION AND ACKNOWLEDGED IT TO BE (HIS/HER) FREE 20-- IN . SHORT PLAT. AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED —IN THE I I ST. INSTRUMENT. SE. 180 RECORDED: JANUARY 27, 1978 SE. 1801H 1. T -5 T_ ,1 T_ "'0 RECORDING NUMBER: 7801270882 _4 DATED SITE W SIGNATURE OF 7. A RESOLUTION OF CASCADE SEWER DISTRICT, ADOPTING A SCHEDULE A 0 " , Y, 4;p FSE.182TH ST. OF LATE COMERS CHARGE FOR SPECIFIED AREAS OF PROPERTY ADJACENT 16" NOTARY PUB 0 v4l .. �O 11 Z uj TO WATER MAINS WHICH WILL NECESSITATE RECONSTRUCTION AND THE 0 - 'eE-- W PRINTED NA E- (NOT TO SCALE) S AND CONDITIONS THEREOF: Ld 2 NOTARY PUBLIC TERM < VACINITY MAP SE. ST. MY APPOINTMENT EXPIRES RECORDED: JANUARY 30, 1968 OL, RECORDING NO: 6298164 NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON. MY COMMISSION 400 EXPIRES 0 Awl, SURVEYOR'S CERTIFICATE : 9 13. INSTRUMENT USED GEODIMETER 600 AN010R TRIMBLE 5603D . R200+ CONFORMED COPY .......... ft Ir Cramer Northwest I11�. THIS SHORT PLAT MAP CORRECTLY REPRESENTS A SURVEY 0 METHOD: TRAVERSE EXCEEDING REQUIREMENTS OF W.A.C. 332-130-090. .... AT ...... M MADE BY ME OR UNDER MY DIRECT SUPERVISION IN Surveyors Planners & Engineers 20090804900011 CONFORMANCE WITH THE REQUIREMENTS OF THE INDEXING DATA: S.E. iAN.E. 'A SEC. 32, T. 23 NORTH, R. 5 EAST, W.M. QUEST OF APPROPRIATE STATE AND LOCAL STATUTES 945 N. CENTRAL, STE. #104, KENT, WA 98032 CITY OF RENTON SPM 135.00 tt PAGE-001 OF 002 IN ......... Oct. 2008 (253)852-4880 (local) DRAWN BY: DATE: JOB NO.- 08/04/2009 14:35 1-(800)251-0189 (toll free) J. E. R. Tue., Oct. 21, 2008 2002-047S 016".. ---------- — -------- — - — ------ (253)852-49,55 (fox) 0 CHECKED BY: SCALE: SHEET: ............. I ..................... . ............... ................. MGR. SUPT. OF RECORDS P.L.S. CERTIFICATE NO. 40016, ------ -- E-MAIL: cril0cramernw.com Z= . RUM= 4W 0. B. H.1d.A. 0. NIA I OF 2 CREATED: = VZT'M.761Z 702 11PREV. PLOT Oct I 116TH AVE. SHORT PLAT CIO ALE KONDELIS11CREA , PROJECT NAME: KULWANT GREWAL Fri 5.�52:00 22004//PLOTTE0. Tue., Oct: 21, 2008, 9:16:39 C:\ TMCUSTOA4\ Projects\ Jobs\ 2002-04 Tpro -Y-w RECORDING NO. VOL./PAGE Ke-4Nv LEA 0?- 0a? P.�UNc. L:5 YOR T PLAT T La SHORT PLAT N0: � _,. , _NIIq�- di�-T W °N d - id-- LOCATED IN THE S.E. 1/4, OF THE N.E. 114.9 SCALE: GRAPHIC SCALE 1"=40' Ding County OF SECTION 3,2, TOWNSHIP 2 3 NOR T ., RANGE 5 EAST., W. M. , 1 inch DING CO UNT E , WASHINGTON40 �. 40 0 40 PORTION OF: - S.E. 1 /4, N.E. 1 /4, SEC. 32, T. 23 NORTH, R. 5 EAST, W.M. FOUND CONC. MON. IN CASE W/ NAIL AT CENTERLINE S.E. 180TH STREET (PUI3LIC) OF P.R.C. S89'23'42"E 568.79' (CALC'D.) 568.792' (PLAT) 23 (HEL.0)'34 '42 - - -- - _ - _ g .56 -23 A c_g8.58 ' o Ry !I 4e E r .�' 0 1 52 0' 0 _ _ (PLAT) i �' 0 � p7) - &22ag 6 gg58 '�i �\ 300 _-i-----------------i------------------I---------- - - - - -- I-- - - - - - - - - - - - - - ----------_- -- -1 CK I I EASEMENT FOR INGRESS, EGRESS I �I P��1 Gj I i 13LO ST ADDITION OVER THE NORTH 15' OF THE EAST 110' OF PARENT PARCEL 60 FOUND MOH. CASE �' G P W I ].FRS 95) PER REC. NO. 9704071508 I \ 30' o W QP�,.ti� z" � ti I r 1'rOL. 67, PG I / BROKEN CONE, MOH. � •, `G w % ( I' I I ry I ; 1 I EASEMENT FOR UNDISCLOSED PURPOSE; I I 1 OVER EAST 110' OF PARENT PARCEL I ^I cr- BLOCK I ON 2 °c U I z I NORTH LINE OF S. 1/4 OF THE E. 1/2 OF THE N. 1/4 I PER REC. NO. 7802151276 I I oQi DLTI p 22rop' cv� i a to LOT 6 i LOT 5 OF THE S.E. 1/, �F THE N.E. 1/4 OF SECTION 32-23-05 LOT 3 i I LOT 1 DANK 67, TPG' 95) �c,1 `', Q��� c� I ¢ a z � 1 r i i �I (pOL � �, o ro I 'h I i PARENT PARCEL: i I LOT 2 ei 6' WOOD FENCE I i 45,465 SQ. FT. 13.5' CHAINLINK FENCE MEANDERS I i tl RUNS 0.3'-1.1 N. 1 1.04 ACRE 3.Yl NORTH-0.1 t SOUTH OF LINE I I I N �g OF LINE 1 r 1 I 6' HIGH WOOD FENCE MEANDERS ra c� c� ��, o o \ I o S89'35 54"E 634.57' 1 1 I GPQ� lv. `QIP ,Op 0 d z r r, r i I -i-- X I 2.2 t TO 0.2 t NORTH OF LINE i r, 3a r� r, rj I r , _ ------ `I Z P� �ro \ w J I 115.00' 100.00' `c ]84.3T .. 235.20v I r, 30.00'- u2 � \w w o I 20.00' rn ' - _ SO1'15'23"W 15.00' Q w I S8935 46"E to X z r- �— -1 28,20' �i PU.< LOT 3 I o 1 0 G` q 4i o Y cn m 1 Z +i Qi Gp�� P� LOT 7 z J N w I :1 PRIVATE DRAINAGE 3 LOT 2 _6 1 E 1 Z N8939'57"W I I z 15, 089 SQ. FT �i 1 5 IrEASEMENT N6,364 SQ. FT. ?(0.35 ACRE) T -Pz 0110.00'JN : I w LOT 1 W ci 1 `r 1 4' CHAINUNK FENCE �p�Q� . 0NED: w n o ''5 co w, - (0.15 ACRE) o� � : Z 16� o I o 0��. �p� :j Z 8_SO z�0 °p I 1 \ 7,284 SQ. FT. °° m o 1 1 �1 Z cv ti IS O.l:f-0.3t I v �Z� R- i \ N825.54rw (0.17 ACRE) CO LOT 2 KCSP N0.477028 0 18O��_ _! LOT 4 vJ N SOUTH OF LINE w W w I 60.56, 100,00' 45. 00' PRIVATE DRAINAGE o ;H _ �� vi v, - _ _ . _ EASEMENT 2 0 12,382 sQ. FT LOT 1 KCSP N0.477028 10 o uj =�+ li (0.28 ACRE) ` I fiad=43.50' S89'39'S7"E 160.58' o o � \ 4,347 SQ. FT Hop o I r7 I -» � , o � I o � SHED - ro � A 39 47 i06" TRACT A,. 0.10 ACRE W �; vi 1 I ( ) ci to �.;------------------- - - S89'- - - - SEWER 1 MAIN I \ v, I N8! N 177.25' c� N - ( ) _ _ I Arc=29.4 ' . 215.01 ` I \ I ►39'S7"W 524.65` I - ---J — __ - - -- - --- --� 30' EASEMENT PER l I I \ N8939'57"W 1 10.00' - - - REC. #7112200204 I 5.5' CHAINLINK FENCE r r �_ MEANDERS ALONG LINE NORTH . L+, tE 0� T1�E S. 112 OF rT#E t 1. E- J f� I I \ w _EASEMENT FOR WATER JNE OF THE .�.E ? 4 OF ;1iE N.E. 1f4 I -I i. I \ _ TTEV PER REC. N0. 7802151276 FOUND 5/8" REBAR `(NO CAP \ _ _ pA _ I 1 I. _ cn TRACT "A" A .1(NN!(T USE DfuvE11(tr7 U 0.2 f WEST & 0. i t NORTH I I I \ ^ TAX LOT I TAX LOT TRACT FORG'#2ESS, EGR OF CALC'D. PROPERTY CORNER \ 70 322305-9210 I 322305-9210 1 R=45' I \ o .PRIVATE DRAINAt ANDUT1tftTES # I # I -4- -- LOT 1- � 1 1 1 I I I I GARBENS NO 38 � BASIS OF BEARINGS: REFERENCE SURVEYS: PRIVATE DRAINAGE EASEMENTS AND COVENANTS: VIEW 67 PAGE I Z I BEARINGS SHOWN HEREON ARE BASED ON THE PLAT OF BANKERS l vow ME I I I FIRST ADDITION, BEING NORTH 74'26'09" EAST, AS MEASURED (R1) PLAT OF BANKERS 1ST ADDITION VOLUME 67, PAGE 95 THE PRIVATE DRAINAGE EASEMENT WITHIN LOTS 1 AND 3 ARE FOR THE z I BETWEEN FOUND MONUMENTS AT INTERSECTION OF S.E. 181ST (R2) PLAT OF VIEW GARDENS N0. 2 VOLUME 67, PAGE 38 BENEFIT OF LOTS 1, 2, AND 3. THE OWNERS OF SAID LOTS SHALL BE p (ROTATED TO MATCH R1 0-47-12 CLOCKWISE) RESPONSIBLE FOR THE MAINTENANCE OF THE DRAINAGE FACILITIES AND 112TH AVE S.E. AT THE POINT OF RADIAL CURVE OF S.E. (R3) K.C.S.P. NO. 477028, RECORDING NO. 7801270882 180TH ST. AS SHOWN HEREON.WITHIN THE DRAINAGE EASEMENTS AND SHALL EQUALLY SHARE IN THE 0 o I . �7 I COST OF THE MAINTENANCE OF THESE DRAINAGE FACILITIES. LOT 2 I "—� J I LEGAL DESCRIPTION: Q w 1 NOTES: THE OWNERS OF PRIVATE PROPERTY WITHIN THIS PLAT ENCUMBERED WITH °o N w I 1. MONUMENTS LAST VISITED 4-5-02 (PER PACIFIC NORTHWEST TITLE COMPANY REPORT ORDER NO. 679024) DRAINAGE EASEMENTS SHOWN AS "PRIVATE", HEREBY GRANT AND CONVEY aW I I o o I TO CITY OF RENTON, A POLITICAL SUBDIVISION OF THE STATE OF WASHINGTON, ti I LOT 2, KING COUNTY SHORT PLAT NO. 477028, RECORDED UNDER THE RIGHT, BUT NOT THE OBLIGATION TO CONVEY OR STORE STORM AND. `O 2. THE BOUNDARIES SHOWN ON THIS SURVEY REPRESENT n I KING COUNTY RECORDING NUMBER 7801270882, BEING A PORTION SURFACE WATER PER THE ENGINEERING PLANS APPROVED FOR THIS PLAT DEED LINES ONLY, ACTUAL OWNERSHIP MAY OTHERWISE OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF BY CITY OF RENTON, TOGETHER WITH THE RIGHT OF REASONABLE ACCESS I BE DETERMINED. : w ' SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING (INGRESS AND EGRESS), TO ENTER SAID DRAINAGE EASEMENT FOR THE ;v C\2 I N �Ck_ I COUNTY, WASHINGTON. PURPOSE OF OBSERVING THAT THE OWNERS ARE PROPERLY OPERATING OU AND MAINTAINING THE DRAINAGE FACILITIES CONTAINED THEREIN. I I o I CONSTRUCTION NOTE: THE OWNERS OF SAID PRIVATE PROPERTY ARE RESPONSIBLE FOR OPERATING, I , LEGEND: THE ROAD AND STORM DRAINAGE SYSTEMS SHALL BE CONSTRUCTED MAINTAINING AND REPAIRING THE DRAINAGE FACILITIES CONTAINED WITHIN ACCORDING TO THE APPROVED PLAN AND PROFILE, PLAN NO. P-4170 SAID Lj�'AINAGE EASEMENT, AND ARE HEREBY REQUIRED TO OBTAIN ANY o0 1 O FOUND MONUMENT AS NOTED ON FILE WITH KING COUNTY DEPARTMENT OF DEVELOPMENT AND REQUIRED PERMITS, FROM THE CITY OF RENTON DEPARTMENT OF COMMUNITY I I ENVIROMENTAL SERVICES (DDES}.. ANY DEVIATION FROM THE APPROVED DEVELOPMENT PRIOR TO FILLING, PIPING,CUTTING OR REMOVING VEGETATION o FOUND EMPTY MOH. CASE PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE PROPER AGENCY, (EXCEPT FOR ROUTINE LANDSCAPE MAINTENANCE SUCH AS LAWN MOWING) IN I. 60.00' I CURRENTLY DOES. OPEN VEGETATED DRAINAGE FACILITIES SUCH AS SWALES; CHANNELS, DITCHES, I I I 0 SET 1/2" REBAR & CAP CNW "40016" PONDS, ETC.), OR PERFORMING ANY ALTERATIONS OR MODIFICATIONS -TO THE L d DRAINAGE FACILITIES, CONTAINED WITHIN SAID DRAINAGE EASEMENT. 0 FOUND 5/8" REBAR W/O CAP I THIS COVENANT SHALL RUN WITH THE LAND AND IS BINDING UPON THE OWNERS I (PLAT) BANKERS 1ST ADDITION OF SAID PRIVATE PROPERTY, THEIR HEIRS, SUCCESSORS AND ASSIGNS. \ 1 I I OI 1 1 1 Cramer Northwest Inc. B. INSTRUMENT USED: GEODIMETER 600 AND/OR TRIM13LE 5603DR200+ Rad=20.00' I \ Rod=20.00 I'' w"IL METHOD: TRAVERSE EXCEEDING REQUIREMENTS OF WA.C. 332-130-090. Arc=30.98' N" Arc=31.85''�.• pF �S '• ; -----� � ----- .Surveyors .Planners & Engineers :�`��' ���-• ;c� INDEXING DATA: S.E. 1/4; N.E..1/4, SEC. 32, T. 23 NORTH, R. 5 EAST; W.M. 945 N. CENTRAL, STE. 104, KENT, WA 98032 I S.E. 182ND ST. I I # ro N89'56'02"W 664.95' (CALC'D) I (253)852-4.8.8.0 (I,o.ca.l) o;. o DRAWN BY: DATE: JOB NO.: 664.�(R2) I _ _ 1 (800)251-0189 (toll free) J.E.R. Tue., Oct. 21, 2008 2002-047S �Gools�, (253)852-4955 (fax)- oN�� • �' CHECKED BY: SCALE: SHEET: CALC'D. POINTS PER PLAT OF VIEW GARDENS NO. 2 (VOL. 67, PG. 38) E-MAIL: cni@cramernw,com O.B.H.IJ.A.O. 1 inch = 40 FT. 2 OF 2 PROJECT NAME: KULWANT GREWAL 116TH AVE. SHORT PLAT C/O ALE KONDEI 11CREATED: Tud 7 7 08:4670 2002 //PREl! PLOT 1. 06( 21 10.�31.60 2 PLO7Z Tve., Oct. 21, 2008, 11:14.44 C:\TMCUSTOM\Projects\Jobs\2002-047:pro LOCATED IN THE S.E. 114.. OF THE N.E. 1 /4, OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON RECORDING NO. VOL./PAGE SCALE: GRAPHIC SCALE 1" =40' 1 inch = 40 FT. 40 0 40 PORTION OF: S.E. 1 /4, N.E. 1 /4, SEC. 32, T. 23 NORTH, R. 5 EAST; W.M. FOUND CONC. MON. IN CASE W/ S.E. 18 0 TH S TREE T (PUBLIC) NAIL AT CENTETFJ RLINE OF P.R.C. _ _ S89'23'42"E 568.79' (CALC'D.) 568.792' (PLAT) (HELD) - _ I _ �'34 '42" • - -' _ _ - _ _ _ —�—•J 2� 58 - ,4 E o I (PEA 5250000 ti I _ �_239��gg.58 �i \ 30__-------I-------------------i------------------------------------------- '42" A \ - r---------- _ —I— — — = — — — — — — —— tZ' 23 34 I I �\ 41 ' I OCK 1 I EASEMENT FOR INGRESS, EGRESS I �I I I BL 1ST ADDITION i OVER THE NORTH 15' OF THE .FAST 110, OF PARENT PARCEL �1 I FOUND MON. CASE `�" Gti�pl i 4y d I I BAN"FZS 67, PG g5) i PER REC. No. 9704071508 i 1 30 o W/ BROKEN CONC. MON. j `(�i r� ov Z I I I � ►� o o It a ;? I (VOL' I I I N I EASEMENT FOR UNDISCLOSED PURPOSE I " I 1 2 7,jti� 3 I$ g I I i I OVER EAST 110' OF PARENT PARCEL I o I T 2 I a °a I I I LOT 3 I PER REC. N0. 7802151276 I LOT 1 I J I RS0 S 915)oN 1 p2 - : a I � _ LOT 6 I LOT 5 zo I I I QI B (,VOL.67' pG. ��G���1 o ro i a I I I I LOT 2 t I PARENT PARCEL: I I I I o) 45,465 0 hp I1 II o g 3 o 45, 465 SQ. FT. WOOD FENCE 1 11I 3.5' CmNUNK FENCE MEANDERS roq jK• RUNS 0.3 1.1 N. 1 1.04 ACRE 33fNORTH-0.1� SOUTHFLINE OF LINE I III 6' �� I HIGH WOOD FENCE MEANDERSS8935S4E 634,57III IIII No tII I Or3j j r r I uj I X XI r 2If TO 0.2`i NORTH OF LINE I I I I M r� r� -T Z � I 115.00' 100.00, �� 184.37' 235 20' ------%-� N �tK�o LOT 7 3 W ? ;H ZONED: Q ao 2 R-8-so o Co M in o ro z I I PRIVATE DRAINAGE EASEMENT LOT 1 q 1 11 7,284 SQ. FT. 1 (0.17 ACRE) � rV N825.547�W I i►� � \ 5.54' t 60.58' Fl i I I ad=0 50' S89'39'57"E 664.65' (PLAT) d 38 47 ti76' - — I Arc-2g, - ------------------ -r--rR, X I SO1'15'23"W 15.00, -30. 0- LOT 3 � a"IW wl 1 2 +I W M IQ N89 39'57"W I I Z LOT 2 = n0x 3 15, 089 SQ. FT w I J 5 _ 1 T S 1 ? 0 -i 0 Z 1 10.00, I I 6,364 SQ. FT. 'n (0.15 ACRE) `O '0 N - (0.35 ACRE) uo u? �u 01 0 PJ� 1 ��0 r _ _ 1 ►� 2 N `O I-� I 4 CHAINUNKNCE 1S 0.1'f-O.3f I' I - v S89'39'57"E 160.58' TRACT "A" 215.01 ' 10' X 15' SEWER MAIN EASEMENT PER J I I REC.7112200204 I 5.5' C1IAINLINK FENCE MEANDERS ALONG LINE FOUND 5 8' REBAR NO CAP i TRACT "A" A JOINT USE DRIVEWAY I 0.2f WEST & 0.1 't NORTH I I I TRACT FOR INGRESS, EGRESS, OF CALC'D. PROPERTY CORNER I R=45' i PRIVATE DRAINAGE AND UTILTTIES 1 I \ I LOT 1 I � I --—————— — — — — — I I I I VIEW GARDENPAGE 38 chi 1 ply 1 -' Q o 3 SOUTH OF LINE o 1 � I LOT 2 KCSP NO.477028 118 _ 1 LOT 4 v L 3 10 °d I,_ � I .� 12,382 SQ. FT `' `�oo- I70' - - - - - - I PRIVATE DRAINAGE LIC, + +I (0.28 ACRE)LOT 1 KCSP N0.47702814,347 SQ. FT ACRE)_ EASEMENTSHED � _ _ ao ao(0.10 N N 132.39' _ _ _ _ _ _ _ _I177.25' i I N89'39'57"W 524.65' LN. I - - - - - - - - - N89'39'57W 110.00- _ _ - -� 30' LINE, `S. 1 /2, N. E. 1 /4, S. E. 1 /4, N. E. 1 /4 I UTILITY POLE ONES EASEMENT FOR WATER LINE I I D RUN E. D N.W. PER REC. NO. 7802151276 i UNpLATTE_SO TAX LOT ZONED: R-8 I I I TO HOUSE TAX LOT I #322305-9210 i # 322305-9210 I I VOLUME 67' , . I ; BASIS OF BEARINGS: w I BEARINGS SHOWN HEREON ARE BASED ON THE PLAT OF BANKERS FIRST ADDITION, BEING NORTH 7426'09' EAST, AS MEASURED BETWEEN FOUND MONUMENTS AT INTERSECTION OF S.E. 181 ST LOT 2 i I AND 112TH AVE S.E. AT THE POINT OF RADIAL CURVE OF S.E. Q I 180TH ST. AS SHOWN HEREON. NOTES: ►� � I "'�I � o I 1. MONUMENTS LAST VISITED 4-5-02 o [ I 3 I 2. THE BOUNDARIES SHOWN ON THIS SURVEY REPRESENT ;v DEED LINES ONLY, ACTUAL OWNERSHIP MAY OTHERWISE BE DETERMINED. Imo~ I ~ I ro I I REFERENCE SURVEYS: i � I I (R1) PLAT OF BANKERS 1ST ADDITION VOLUME 67, PAGE 95 I I (R2) PLAT OF VIEW GARDENS NO. 2 VOLUME 67, PAGE 38 (ROTATED TO MATCH R 1 0-47-12 CLOCKWISE) 60. 0' I (R3) K.C.S.P. NO. 477028, RECORDING NO. 7801270882 I I I I I I I I I I I I I I I I I I I I i I 1 Rod=20.00' / Rad=20.00' Arc=30.98' �' Arc=31.85' S.E. 182ND ST. I I N89'56'02'W 664.95' (CALC'D) I 664.93' (R2) I CALC'D. POINTS PER PLAT OF VIEW GARDENS NO. 2 (VOL. 67, PG. 38) PROJECT N LEGAL DESCRIPTION. (PER PACIFIC NORTHWEST TITLE COMPANY REPORT ORDER NO. 679024) LOT 2, KING COUNTY SHORT PLAT NO. 477028, RECORDED UNDER KING COUNTY RECORDING NUMBER 780127088Z BEING A PORTION OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON. CONSTRUCTION NOTE: THE ROAD AND STORM DRAINAGE SYSTEMS SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLAN AND PROFILE, PLAN NO. P-4170 ON FILE WITH KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIROMENTAL SERVICES (DDES). ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE PROPER AGENCY, CURRENTLY DDES. PRIVATE DRAINAGE EASEMENTS AND COVENANTS: THE PRIVATE DRAINAGE EASEMENT WITHIN LOTS 1 AND 3 ARE FOR THE BENEFIT OF LOTS 1, 2, AND 3. THE OWNERS OF SAID LOTS SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE DRAINAGE FACILITIES WITHIN THE DRAINAGE EASEMENTS AND SHALL EQUALLY SHARE IN THE COST OF THE MAINTENANCE OF THESE DRAINAGE FACILITIES. Cramer Northwest Inc. 7Surveyors Planners & Engineers —945 .N. CENTRAL, STE. #104, KENT, WA 98032 (253)852-4880 (local) 1-(800)251-0189 (toll free) (253)852-4955 (fax) E-MAIL: cni®cramernw.com 116TH AVE. SHORT. PLAT C/O ALE KONUELIS 1/CREATED: Tue Apr 09 08:46:30 2002 1/PREY. PLOT: Fri LEGEND: ® FOUND MONUMENT AS NOTED ® FOUND EMPTY MON. CASE ® SET 1/2' REBAR & CAP CNW "40016" Q FOUND 5/8" REBAR W/0 CAP (PLAT) BANKERS 1ST ADDITION W C� n J O W N INSTRUMENT USED: GEODIMETER 600 AND/OR TRIMBLE 5603DR200+ METHOD: TRAVERSE EXCEEDING REQUIREMENTS OF WAC. 332-130-090. INDEXING DATA: S.E. 1/4, N.E. 1/4, SEC. 32, T. 23 NORTH, R. 5 EAST, W.M. DRAWN BY: DATE: JOB NO.: J.E.R. Fri., Oct. 10, 2008 2002-047S CHECKED BY: SCALE: SHEET: O.B.H./J.A.O. 1 inch = 40 FT. 2 OF 2 Oct. 10, 2008, 15:51:56, C: TMCUSTOM Projects Jobs 200: .Pro A SHORT PLAT N0. L03S0008 KING COUNTY, WASHINGTON King County DEDICATION KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNERS OF INTEREST IN THE LAND HEREBY SHORT SUBDIVIDED, HEREBY DECLARE THIS SHORT PLAT TO BE THE GRAPHIC REPRESENTATION OF THE SHORT SUBDIVISION MADE HEREBY, AND DO HEREBY DEDICATE TO THE USE OF THE PUBLIC FOREVER ALL STREETS AND AVENUES NOT SHOWN AS PRIVATE HEREON AND DEDICATE THE USE THEREOF FOR ALL PUBLIC PURPOSES NOT INCONSISTENT WITH THE USE THEREOF FOR PUBLIC HIGHWAY PURPOSES, AND ALSO THE RIGHT TO MAKE ALL NECESSARY SLOPES FOR CUTS AND FILLS UPON THE LOTS SHOWN THEREON IN THE ORIGINAL REASONABLE GRADING OF SAID STREETS AND AVENUES, AND FURTHER DEDICATE TO THE USE OF THE PUBLIC ALL THE EASEMENTS AND TRACTS SHOWN ON THIS SHORT PLAT FOR ALL PUBLIC PURPOSES AS INDICATED THEREON, IN- CLUDING BUT NOT LIMITED TO PARKS, OPEN SPACES, UTILITIES AND DRAINAGE UNLESS SUCH EASEMENTS OR TRACTS ARE SPECIFICALLY IDENTIFIED ON THIS SHORT PLAT AS BEING DEDICATED OR CONVEYED TO A PERSON OR ENTITY OTHER THAN THE PUBLIC, IN WHICH CASE WE DO HEREBY DEDICATE SUCH STREETS, EASEMENTS, OR TRACTS TO THE PERSON OR ENTITY IDENTIFIED AND FOR THE PURPOSE STATED. FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SHORT SUBDIVIDED WAIVE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS AND ANY PERSON OR ENTITY DERIVING TITLE FROM THE UNDERSIGNED, ANY AND ALL CLAIMS FOR DAMAGES AGAINST KING COUNTY, ITS SUCCESSORS AND ASSIGNS WHICH MAY BE OCCASIONED BY THE ESTABLISHMENT, CONSTRUCTION, OR MAIN- TENANCE OF ROADS AND/OR DRAINAGE SYSTEMS WITHIN THIS SHORT SUBDIVISION OTHER THAN CLAIMS RESULTING FROM INADEQUATE MAINTENANCE BY KING COUNTY. FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SHORT SUBDIVIDED AGREE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS TO INDEMNIFY AND HOLD KING COUNTY, ITS SUCCESSORS AND ASSIGNS, HARMLESS FROM ANY DAMAGE, INCLUDING ANY COSTS OF DEFENSE, CLAIMED BY PERSONS WITHIN OR WITHOUT THIS SHORT SUBDIVISION TO HAVE BEEN CAUSED BY ALTERATIONS OF THE GROUND SURFACE, VEGETATION, DRAINAGE, OR SURFACE OR SUB -SURFACE WATER FLOWS WITHIN THIS SHORT SUBDIVISION OR BY ESTABLISHMENT, CON- STRUCTION OR MAINTENANCE OF THE ROADS WITHIN THIS SHORT SUBDIVISION. PROVIDED THIS WAIVER AND INDEMNIFICATION SHALL NOT BE CONSTRUED AS RELEASING KING COUNTY, ITS SUCCESSORS OR ASSIGNS, FROM LIABILITY FOR DAMAGES, INCLUDING THE COST OF DEFENSE, RESULTING IN WHOLE OR IN PART FROM THE NEGLIGENCE OF KING COUNTY, ITS SUCCESSORS, OR ASSIGNS. THIS SUBDIVISION, DEDICATION, WAIVER OF CLAIMS AND AGREEMENT TO HOLD HARMLESS IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF SAID OWNERS. IN WITNESS WHEREOF WE SET OUR HANDS AND SEALS. KULWANT SINGH GREWAL M.E.R.S. STATE OF WASHINGTON, COUNTY OF BAUIT KAUR BREWAL BANK OF AMERICA SS. I CERTIFY OR HAVE SATISFACTORY EVIDENCE THAT SIGNED THIS DEDICATION AND ACKNOWLEDGED IT TO BE (HIS/HER) FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED SIGNATURE OF NOTARY PUBLIC PRINTED NAME OF NOTARY PUBLIC MY APPOINTMENT EXPIRES STATE OF WASHINGTON, SS. COUNTY OF I CERTIFY OR HAVE SATISFACTORY EVIDENCE THAT SIGNED THIS DEDICATION AND ACKNOWLEDGED IT TO BE (HIS/HER) FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED SIGNATURE OF NOTARY PUBLIC PRINTED NAME OF NOTARY PUBLIC MY APPOINTMENT EXPIRES RECORDER'S CERTIFICATE .................... FILED FOR RECORD THIS ........... DAY OF .......... 20....... AT ...... M IN BOOK .......... OF ............ AT PAGE......... AT THE REQUEST OF ...... OWEN... B............ HILLE...... SURVEYOR'S NAME MGR. SUPT. OF RECORDS APPROVALS: DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES EXAMINED AND APPROVED THIS DAY OF , 20 DIVISION DIRECTOR, LAND USE SERVICES DIVISION EXAMINED AND APPROVED THIS DAY OF 20 DEVELOPMENT ENGINEER CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT EXAMINED AND APPROVED THIS DAY OF , 20 ADMINISTRATOR SPRINKLER NOTE: DEPARTMENT OF ASSESSMENTS EXAMINED AND APPROVED THIS DAY OF ASSESSOR DEPUTY ASSESSOR ACCOUNT NUMBER 322305-9197 ANY FUTURE RESIDENCE(S) TO BE CONSTRUCTED ON THIS SHORT PLAT SHALL BE REQUIRED TO BE CONSTRUCTED WITH A (N.F.P.A.) NATIONAL FIRE PROTECTION ASSOCIATION STANDARD 13D SPRINKLER SYSTEM UNLESS OTHERWISE APPROVED BY KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES (D.D.E.S.) OR ITS SUCCESSOR AGENCY. SCHOOL IMPACT FEES: SCHOOL IMPACT FEES SHALL BE ADDRESSED AT THE TIME OF BUILDING PERMIT APPLICATION IN ACCORDANCE WITH KCC 21A.43. MPS FEE NOTE: THIS SHORT PLAT IS SUBJECT TO KING COUNTY CODE 14.75, KING COUNTY ROAD MITIGATION PAYMENT SYSTEM (MPS). THE MPS FEES PLUS THE MPS ADMINISTRATIVE FEE SHALL BE PAID AT THE TIME OF BUILDING PERMIT APPLICATION AT THE RATE IN EFFECT AT THAT TIME. TRACT A MAINTENANCE NOTE: TRACT A IS A JOINT USE DRIVEWAY TRACT FOR INGRESS, EGRESS, PRIVATE DRAINAGE AND UTILITIES FOR THE BENEFIT OF THE OWNERS OF LOTS 1, 2 AND 3 OWNERSHIP OF LOTS 1, 2 AND 3 SHALL INCLUDE AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN TRACT 'A" AND AN EQUAL AND UNDIVIDED RESPONSIBILITY FOR THE MAINTENANCE OF SAID JOINT USE DRIVEWAY TRACT. r� RECORDING NO. VOL./PAGE SCALE: GRAPHIC SCALE 1"=100' 1 inch = 100' 0 100 200 300 PORTION OF: S.E. 1 /4, N.E. 1 /4, SEC. 32, T. 23 NORTH, R. 5 EAST, W.M. P 'UNC 5MOR T .PL.A T EXCEPTIONS OF RECORD: LOCATED IN THE (PER PACIFIC NORTHWEST TITLE COMPANY UNDER ORDER NO. 679024) r ./ S.E. �J . E. 1g14o OF THE N.E. 1 /40 1, A RIGHT OF WAY AND/OR EASEMENT, WITH NECESSARY APPURTENANCES OVER, OF SECTION 32.. TOWNSHIP 23 NORTH, THROUGH, ACROSS AND UNDER SAID PREMISES, INCLUDING, BUT NOT UMI1Wr_f0, RANGE 5 EAST, W. M. THE FOLLOWING. s KING COUNTY, WASHINCTON FOR: SEWER MAINS TIM ' A PERMANENT EASEMENT OVER: SOUTH 10 FEET OF THE WEST 15 FEEf cc� GRANTEE. CASCADE SEWER DISTRICT, A MUNIC1PA4o CORPORATION RECORDED: DECEMBER 20. 1971, �5 v RECORDING NUMBER. 7112200204p EASEMENT AND TRACT MAINTENANCE: TOGETHER WITH A � TEMPORARY EASEMENT OVER. SOUTH 15 FEET OF THE WEST 20 FEE ALL PRIVATE EASEMENTS AND/OR TRACTS TO BE MAINTAINED, REPAIRED, AND/OR REBUILT BY THE OWNERS OF THE PARCELS HAVING LEGAL ACCESS THEREFROM AND 2. EASEMENT AND THE TERMS AND 'CONDITIONS REFERENCED THEREIN, INCLUDING, THEIR HEIRS, ASSIGNS OR SUCCESSORS, UNLESS AND UNTIL SUCH ROADS ARE BUT NOT LIMITED T0, THE FOLLOWING: IMPROVED TO KING COUNTY STANDARDS AND ARE DEDICATED AND .ACCEPTED .BY KING COUNTY FOR MAINTENANCE. RESERVED BY: CECIL A. TRIPLETT AND HELEN J. WARNING: KING COUNTY HAS NO RESPONSIBILITY TO BUILD, IMPROVE, TRIPLETT, HIS WIFE PURPOSE: MAINTAIN OR OTHERWISE SERVICE THE PRIVATE ROADS CONTAINED WITHIN OR AFFECTED: NOT DISCLOSED PROVIDING SERVICE TO THE PROPERTY DESCRIBED IN THIS SHORT SUBDIVISION. EAST 110 FEET OF SAID LOT RECORDED: FEBRUARY 15, 1978 RECORDING NUMBER: 7802151276 CORPORATION: J. A RIGHT OF WAY AND/OR EASEMENT, WITH NECESSARY APPURTENANCES OVER, STATE OF WASHINGTON THROUGH, ACROSS AND UNDER SAID PREMISES, INCLUDING, BUT NOT LIMITED COUNTY OF KING TO, THE FOLLOWING. ON THIS DAY PERSONALLY APPEARED BEFORE ME , TO ME KNOWN TO BE -THE OF FOR: WATER MAINS A PERMANENT EASEMENT OVER: WEST 5 FEET THE CORPORATION DESCRIBED IN THE FOREGOING INSTRUMENT, GRANTEE. KING COUNTY WATER DISTRICT NO. 58,A AND ACKNOWLEDGED THE SAID INSTRUMENT TO BE THE FREE MUNICIPAL CORPORATION ADDRESS NOTE: AND VOLUNTARY ACT AND DEED OF SAID CORPORATION FOR RECORDED: RECORDING NUMBER: MARCH 14, 1980 THE HOUSE ADDRESS SYSTEM FOR THIS SHORT PLAT SHALL BE AS FOLLOWS: THE USES AND PURPOSES THEREIN MENTIONED, AND ON OATH STATED THAT HE SHE WAS AUTHORIZED TO EXECUTE THE SAID / 8003140137 ADDRESSES SHALL BE ASSIGNED FOR THE NORTH -SOUTH ROADS WITHIN ;71E' RANGE OF N/A TO N/A AND WITHIN THE RANGE OF TO . FOR THE INSTRUMENT ON BEHALF OF THE CORPORATION. TOGETHER WITH A - TEMPORARY EASEMENT OVER: WEST 15 FEET - -r EAST -WEST ROADS INDIVIDUAL ADDRESSES WILL BE ASSIGNED TOTHE PR.W WITH KING COUNTY OUNTY UN ENTRANCE OF EACH RESIDENCE OR BUILDING IN ACCORDANCE W GIVEN UNDER MY HAND AND OFFICIAL SEAL THIS DAY OF 4. EASEMENT AND THE TERMS AND CONDITIONS REFERENCED THEREIN, INCLUDING, CODE 16.08. , 20— BUT NOT LIMITED TO, THE FOLLOWING: IMPERVIOUS SURFACE: IMPERVIOUS SURFACE FOR THE DRIVEWAY AND HOUSE ON EACH LOT IS LIMITED TO 2500 SQUARE FEET PER THE APPROVED SMALL SITE DRAINAGE PLAN. IF ADDITIONAL IMPERVIOUS IS PROPOSED THEN THE SITE SHALL BE SUBJECT TO ADDITIONAL. DRAINAGE REVIEW. BMP/COVENANT NOTE: SINGLE FAMILY RESIDENCE AND OTHER IMPROVEMENTS CONSTRUCTED ON THE LOTS CREATED BY THIS SUBDIVISION MUST IMPLEMENT THE FLOW CONTPOL BEST MANAGEMENT PRACTICES (BMPS) STIPULATED IN THE DRAINAGE PLAN DECLARATION OF COVENANT AND GRANT OF EASEMENT RECORDED FOR EACH LOT. COMPLIANCE WITH THIS STIPULATION MUST BE ADDRESSED IN THE SMALL PROJECT DRAINAGE PLAN SUBMITTED FOR DRAINAGE REVIEW WHEN APPLICATION IS MADE FOR A SINGLE FAMILY RESIDENTIAL BUILDING PERMIT FOR THE LOT. (NOT TO SCALE) VACINITY MAP SE. 176TH ST. 'w" Q Q Q uj to " Q 180TH ST. SE. 180TH SSE. T. = 4i o SITE W SE. 182TH ST. Q V 0 �il N Q SE. 184TH ST.^ N GRANTEE: ADJOINING PROPERTY OWNERS PURPOSE. INGRESS AND EGRESS AREA AFFECTED: NORTHERLY 15 FEET OF THE EASTERLY 110 FEET OF SAID PREMISES RECORDED: APRIL 7, 1997 RECORDING NUMBER: 9704071508 SAID EASEMENT CONTAINS A PROVISION FOR BEARING A SHARE IN THE COST OF NOTARY PUBLIC IN AND FOR THE STATE MAINTENANCE, REPAIR OR RECONSTRUCTION OF SAID COMMON ROAD BY THE OF WASHINGTON. MY COMMISSION COMMON USERS. EXPIRES 5. EASEMENT AND THE TERMS AND CONDITIONS REFERENCED THEREIN, INCLUDING, . BUT NOT LIMITED TO, THE FOLLOWING: CORPORATION: STATE OF WASHINGTON GRANTEE. PUGET SOUND ENERGY, INC., A COUNTY OF KING WASHINGTON CORPORATION ON THIS DAY PERSONALLY APPEARED BEFORE ME PURPOSE. TRANSIMISSION, DISTRIBUTION AND TO ME KNOWN TO BE THE OF SALE OF GAS AND ELECTRICITY AREA AFFECTED: AS CONSTRUCTED ,OR TO BE THE CORPORATION DESCRIBED IN THE FOREGOING INSTRUMENT, CONSTRUCTED AND ACKNOWLEDGED THE SAID INSTRUMENT TO BE THE FREE AND VOLUNTARY ACT AND DEED OF SAID CORPORATION FOR RECORDED: OCTOBER 9, 2006 THE USES AND PURPOSES THEREIN MENTIONED, AND ON OATH RECORDING NUMBER. 20061009000537 STATED THAT HE / SHE WAS AUTHORIZED TO EXECUTE THE SAID INSTRUMENT ON BEHALF OF THE CORPORATION. THE DESCRIPTION CONTAINED THEREIN IS NOT SUFFICIENT TO DETERMINE ITS EXACT LOCATION WITHIN THE PROPERTY HEREIN DESCRIBED. GIVEN UNDER MY HAND AND OFFICIAL SEAL THIS DAY OF 6. COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS CONTAINED 20— IN SHORT PLAT. RECORDED: JANUARY 27, 1978 RECORDING NUMBER: 7801270882 7. A RESOLUTION OF CASCADE SEWER DISTRICT, ADOPTING A SCHEDULE OF LATE COMERS CHARGE FOR SPECIFIED AREAS OF PROPERTY ADJACENT TO WATER MAINS WHICH WILL NECESSITATE RECONSTRUCTION AND THE TERMS AND CONDITIONS THEREOF: Lv RECORDED: JANUARY 30, 1968 Q NOTARY PUBLIC IN AND FOR THE STATE RECORDING NO: 6298164 OF WASHINGTON. MY COMMISSION J EXPIRES O J SURVEYOR'S CERTIFICATE Cramer Northwest Inc. THIS SHORT PLAT MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECT SUPERVISION IN Surveyors Planners & Engineers CONFORMANCE WITH THE REQUIREMENTS OF THE APPROPRIATE STATE AND LOCAL STATUTES 945 N. CENTRAL, STE. #104, KENT, WA 98032 IN —___—_— Oct. 2008 (253)852-4880 (local) 1—(800)251-0189 (toll free) (253)852-4955 (fax) P.L.S. CERTIFICATE NU. 40016 — _ E—MA!L : c-,"�cramirnw.col*� 11 u PROJECT NAME: KULWANT GREWAL 116TH AVE. SHORT PLAT C 0 ALE KONDELIS CREATED: Tue Apr 09 08:46:30 2002 11PREV. PLOT. Tue Oct 07 13:48:11 INSTRUMENT USED: GEODIMETER 600 AND/OR TRIMBLE 5603DR200+ METHOD: TRAVERSE EXCEEDING REQUIREMENTS OF W.A.C. 332-130-090. INDEXING DATA: S.E. 114, N.E. 114, SEC. 32, T. 23 NORTH, R. 5 EAST, W.M. DRAWN BY: DATE: JOB NO.: J.E.R. Fri., Oct. 10, 2008 2002-047S CHECKED BY: SCALE: SHEET: 0. B. H./J.A. 0. N/A 1 OF 2 Oct. 10, 2008. 14:53:19 CA TMCUSTOM Projects Jobs 2002-047.pro KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNERS OF INTEREST IN THE LAND HEREBY SHORT SUBDIVIDED, HEREBY DECLAR THIS SHORT PLAT TO BE THE GRAPHIC REPRESENTATION OF THE SHORT SUBDIVISI N MADE HEREBY, AND DO HEREBY DEDICATE TO THE USE OF THE PUBLIC FOREVER ALL STREETS AND AVENUES NOT SHOWN AS PRIVATE HEREON AND DEDICATE THE USE THEREOF FOR ALL PUBLIC PURPOSES NOT INCONSISTENT WITH THE USE THEREOF FOR PUBLIC HIGHWAY PURPOSES, AND ALSO THE RIGHT TO MAKE ALL NECESSARY SLOPES FOR CUTS AND FILLS UPON THE LOTS SHOWN THEREON IN THE ORIGINAL REASONABLE GRADING OF SAID STREETS AND AVENUES, AND FURTHER DEDICATE TO THE USE OF THE PUBLIC ALL THE EASEMENTS AND TRACTS SHOWN ON THIS SHORT PLAT FOR ALL PUBLIC PURPOSES AS INDICATED THEREON, IN- CLUDING BUT NOT LIMITED TO PARKS, OPEN SPACES, UTILITIES AND DRAINAGE UNLESS SUCH EASEMENTS OR TRACTS ARE SPECIFICALLY IDENTIFIED ON THIS SHORT PLAT AS BEING DEDICATED OR CONVEYED TO A PERSON OR ENTITY OTHER THAN THE PUBLIC, IN WHICH CASE WE DO HEREBY DEDICATE SUCH STREETS, EASEMENTS, OR TRACTS TO THE PERSON OR ENTITY IDENTIFIED AND FOR THE PURPOSE STATED. FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SHORT SUBDIVIDED WAIVE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS AND ANY PERSON OR ENTITY DERIVING TITLE FROM THE UNDERSIGNED, ANY AND ALL CLAIMS FOR DAMAGES AGAINST KING COUNTY, ITS SUCCESSORS AND ASSIGNS WHICH MAY BE OCCASIONED BY THE ESTABLISHMENT, CONSTRUCTION, OR MAIN- TENANCE OF ROADS AND/OR DRAINAGE SYSTEMS WITHIN THIS SHORT SUBDIVISION OTHER THAN CLAIMS RESULTING FROM INADEQUATE MAINTENANCE BY KING COUNTY. FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SHORT SUBDIVIDED AGREE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS TO INDEMNIFY AND HOLD KING COUNTY, ITS SUCCESSORS AND ASSIGNS, HARMLESS FROM ANY DAMAGE, INCLUDING ANY COSTS OF DEFENSE, CLAIMED BY PERSONS WITHIN OR WITHOUT THIS SHORT SUBDIVISION TO HAVE BEEN CAUSED BY ALTERATIONS OF THE GROUND SURFACE, VEGETATION, DRAINAGE, OR SURFACE OR SUB -SURFACE WATER FLOWS WITHIN THIS SHORT SUBDIVISION OR BY ESTABLISHMENT, CON- STRUCTION OR MAINTENANCE OF THE ROADS WITHIN THIS SHORT SUBDIVISION. PROVIDED THIS WAIVER AND INDEMNIFICATION SHALL NOT BE CONSTRUED AS RELEASING KING COUNTY, ITS SUCCESSORS OR ASSIGNS, FROM LIABILITY FOR DAMAGES, INCLUDING THE COST OF DEFENSE, RESULTING IN WHOLE OR IN PART FROM THE NEGLIGENCE OF KING COUNTY, ITS SUCCESSORS, OR ASSIGNS. THIS SUBDIVISION, DEDICATION, WAIVER OF CLAIMS AND AGREEMENT TO HOLD HARMLESS IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF SAID OWNERS. IN WITNESS WHEREOF WE SET OUR HANDS AND SEALS. KULWANT SINGH GREWAL BALJIT KAUR E%YAL STATE OF WASHINGTON, SS. COUNTY OF I CERTIFY OR HAVE SATISFACTORY EVIDENCE THAT SIGNED THIS DEDICATION AND ACKNOWLEDGED IT TO BE (HIS/HER) FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED _ SIGNATURE OF NOTARY PUBLIC _ PRINTED NAME OF NOTARY PUBLIC - MY APPOINTMENT EXPIRES STATE 0 giAi �GTON, �f'f N SS. OUNTY OF IfOW I CERTIFY OR HAVE SATISFACTORY EVIDENCE THAT SIGNED THIS DEDICATION AND ACKNOWLEDGED IT TO BE (HIS/HER) FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED SIGNATURE OF NOTARY PUBLIC PRINTED NAME OF NOTARY PUBLIC MY APPOINTMENT EXPIRES co RECORDER'S CERTIFICATE • m N FILED FOR RECORD THIS ........... DAY 0F.......... 20....... AT ...... M ut IN BOOK .......... OF ............ AT PAGE......... AT THE REQUEST OF ..... OWE..N ....B.. .,HILLE...... .... SURVEYOR'S NAME MDR. SUPT. OF RECORDS APPROVALS: DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES EXAMINED AND APPROVED THIS DAY OF 20- MANAGER,-LAND USE SERVICES DIVISION Pidis4o.v P / /LP e-702 "'EXAMINED AND APPROVED THIS DAY OF 20 DEVELOPMENT ENGINEER DEPARTMENT OF ASSESSMENTS EXAMINED AND APPROVED THIS DAY OF 20 ASSESSOR DEPUTY ASSESSOR ACCOUNT NUMBER 322305-9197 C /1 y Of= �P,�ir�ry r�.�H�v,,,/�/�a��or /t'uac �G Aelcr czpy w've PH LI NG OR T PLA T - -- / S LOCATED IN THE S.P. 1 /4, OF THE N.E. 114.. OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., .�-/� KING COV iVTY, WASHINGTON CV �S t K �� C d N�(fZ.,� SPRINKLER NOTE: ANY FUTURE RESIDENCE(S) TO BE CONSTRUCTED ON THIS SHORT F (AT SHALL BE REQUIRED TO BE CONSTRUCTED WITH A (N.F.PA) NATIONAL FIRE PROTECTION ASSOCIATION STANDARD 130 SPRINKLER SYSTEM UNLESS OTHERWIS:' APPROVED BY KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES (D.D.E.S.) OR ITS SUCCESSOR AGENCY. i SCHOOL IMPACT FEES: i SCHOOL IMPACT FEES SHALL BE ADDRESSED AT THE TIME OF BUILDING PERMIT APPLICATION IN ACCORDANCE WITH KCC 21A.43. MPS FEE NOTE: THIS SHORT PLAT IS SUBJECT TO KING COUNTY CODE 14.75, KING COUNTY ROAD MITIGATION PAYMENT SYSTEM (MPS). THE MPS FEES PLUS TH17 MPS ADMINISTRATIVE FEE SHALL BE PAID AT THE TIME OF BUILDING PER0T APPLICATION AT THE RATE IN EFFECT AT THAT TIME. TRACT A MAINTENANCE NOTE: TRACT A IS A PAYr r T FOR INGRESS, EGRESS, PRIV1,TE DRAINAGE AND UTILITIES FOR THE BENEFIT OF THE OWNERS OF. L T'S 1, 2 AND 3 OWNERSHIP OF LOTS 1, 2 AND 3 W ,' IMCLdDES IIA�CJWJDED RESPONSIBILITY FOR THE MAl TENANCE OF SAID JOIN! - ME DRIVEWAY TRACT p e(�cJAI,, 4WD (JND�v�a v .t. a /JCltd.l� � d w�U22s H i P E'n�?'Pr's?' i✓ ADDRESS NOTE: THE HOUSE ADDRESS SYSTEM FOR THIS SHORT PLAT SHALL BE AS FOLLOWS ADDRESSES SHALL BE ASSIGNED FOR THE NORTH -SOUTH ROADS Wi FHIN THE RANGE OF N/A TO N/A AND WITHIN THE RANGE OF TO ,__--__ FOR THE EAST -WEST ROADS INDIVIDUAL ADDRESSES WILL BE ASSIGNED TO TFE PRINCIPAL ENTRANCE OF EACH RESIDENCE OR BUILDING IN ACCORDANCE WITH KING COUNTY CODE 16.08. IMPERVIOUS SURFACE: IMPERVIOUS SURFACE FOR THE DRIVEWAY AND HOUSE ON EACH LO''- IS LIMITED TO 2500 SQUARE FEET PER THE APPROVED SMALL SITE DRAINAGE PLAIT. IF ADDITIONAL IMPERVIOUS 1S PROPOSED THEN THE SITE SHALL BE SUBJECT TO ADDITIONAL (NOT TO SCALE) DRAINAGE REVIEW. BMP/COVENANT NOTE: SINGLE FAMILY RESIDENCE AND OTHER IMPROVEMENTS CONSTRUCTEL ON THE LOTS CREATED BY THIS SUBDIVISION MUST IMPLEMENT THE FLG'11 CONTROL BEST MANAGEMENT PRACTICES (BMPS) STIPULATED IN THE DRAINAGE PLAN DECLARATION OF COVENANT AND GRANT OF EASEMENT RECORDED FOR EACH LOT. COMPLIANCE WITH THIS STIPULATION MUST BE ADDRESSED IN THE `MALL PROJECT DRAINAGE PLAN SUBMITTED FOR DRAINAGE REVIEW WHEN APPLICATION] IS MADE FOR A SINGLE FAMILY RESIDENTIAL BUILDING PERMIT FOR THE LOT. - EASEMENT AND TRACT MAINTENANCE: ALL PRIVATE EASEMENTS AND/OR TRACTS TO BE MAINTAINED, REPA1 QED, AND/OR REBUILT BY THE OWNERS OF THE PARCELS HAVING LEGAL ACCESS 'RfEREFROM AND THEIR HEIRS, ASSIGNS OR SUCCESSORS, UNLESS AND UNTIL SUCH ROADS ARE IMPROVED TO KING COUNTY STANDARDS AND ARE DEDICATED AND ACCEPTED BY KING COUNTY FOR MAINTENANCE. WARNING: KING COUNTY HAS NO RESPONSIBILITY TO BUILD, IMPRJVE, MAINTAIN OR OTHERWISE SERVICE THE PRIVATE ROADS CONTAINED W)T HIN OR PROVIDING SERVICE TO THE PROPERTY DESCRIBED IN THIS SHORT ,UBOIVISION. VACINITY MAP SE. 176TH ST. Q Q C Q SE. 1 BOTH ST. SE. 180TH ST. o SITE W SE. 182TH ST. Q 0 N SE. 184TH ST.^ N RECORDING NO. VOL./PAGE SCALE: GRAPHIC SCALE 1 "=100' 1 inch = 100' 0 100 200 300 PORTION OF: S.E. 1 /4, N.E. 1 /4, SEC. 32, T. 23 NORTH, R. 5 EAST, W.M. EXCEPTIONS OF RECORD: (PER PACIFIC NORTHWEST TITLE COMPANY UNDER ORDER NO. 679024) 1. A RIGHT OF WAY AND/OR EASEMENT, WITH NECESSARY APPURTENANCES OVER, THROUGH, ACROSS AND UNDER SAID PREMISES, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: FOR: SEWER MAINS A PERMANENT EASEMENT OVER: SOUTH 10 FEET OF THE WEST 15 FEET GRANTEE. CASCADE SEWER DISTRICT, A MUNICIPAL CORPORATION RECORDED: DECEMBER 20. 1971 RECORDING NUMBER: 7112200204 TOGETHER WITH A TEMPORARY EASEMENT OVER. SOUTH 15 FEET OF THE WEST 20 FEET. 2. EASEMENT AND THE TERMS AND CONDITIONS REFERENCED THEREIN, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: RESERVED BY: CECIL A. TRIPLETT AND HELEN J. TRIPLETT, HIS WIFE PURPOSE: NOT DISCLOSED AREA AFFECTED: EAST 110 FEET OF SAID LOT RECORDED: FEBRUARY 15, 1978 RECORDING NUMBER: 7802151276 3. A RIGHT OF WAY AND/OR EASEMENT, WITH NECESSARY APPURTENANCES OVER, THROUGH, ACROSS AND UNDER SAID PREMISES, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: FOR: WATER MAINS A PERMANENT EASEMENT OVER: WEST 5 FEET GRANTEE: KING COUNTY WATER DISTRICT NO. 58,A MUNICIPAL CORPORATION 7iECOR'D D. RECORDING NUMBER: MARCH 14, 1980 8003140137 TOGETHER WITH A TEMPORARY EASEMENT OVER: WEST 15 FEET 4. EASEMENT AND THE TERMS AND CONDITIONS REFERENCED THEREIN, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: GRANTEE: ADJOINING PROPERTY OWNERS PURPOSE. INGRESS AND EGRESS AREA AFFECTED: NORTHERLY 15 FEET OF THE EASTERLY 110 FEET OF SAID PREMISES RECORDED: APRIL 7, 1997 RECORDING NUMBER. 9704071508 SAID EASEMENT CONTAINS A PROVISION FOR BEARING A SHARE IN THE COST OF MAINTENANCE, REPAIR OR RECONSTRUCTION OF SAID COMMON ROAD BY THE COMMON USERS. 5. EASEMENT AND THE TERMS AND CONDITIONS REFERENCED THEREIN, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: GRANTEE. PUGET SOUND ENERGY, INC., A WASHINGTON CORPORATION PURPOSE. TRANSIMISSION, DISTRIBUTION AND SALE OF GAS AND ELECTRICITY AREA AFFECTED: AS CONSTRUCTED OR TO BE CONSTRUCTED RECORDED: OCTOBER 9, 2006 RECORDING NUMBER. 20061009000537 THE DESCRIPTION CONTAINED THEREIN IS NOT SUFFICIENT TO DETERMINE ITS EXACT LOCATION WITHIN THE PROPERTY HEREIN DESCRIBED. 6. COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS CONTAINED Lv IN SHORT PLAT. CD Q RECORDED: JANUARY 27, 1978 a - RECORDING NUMBER: 7801270882 �f 6Z- q el6 e1 J o SURVEYOR'S CERTIFICATE Cramer Northwest Inc. B: H THIS SHORT PLAT MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECT SUPERVISION IN NSurveyors Planners & Engineers���' CONFORMANCE WITH THE REQUIREMENTS OF THE APPROPRIATE STATE AND LOCAL STATUTES 945 N. CENTRAL, STE. #104, KENT, WA 98032 Sep. 2008 (253)852-4880 (local) 0 II If _ 1—(800)251-0189 (toll free) ,•��4001(1 (253)852-4955 (fax) NAL •�-� P.L.S. CERTIFICATE N0. ___40016 E—MAIL: cni®cramernw.com PROJECT NAME. KULWANT GREWAL 1 16TIl AVE. SHORT F: AT C/0 ALE KONDELIS //CREATED: Tue Apr 09 08:46:30 2002 1/PREY. PLOT. Fri Sep 12 08:58:05 2008//PLOTFE INSTRUMENT USED: GEODIMETER 600 AND/OR TRIMBLE 56030R200+ METHOD: TRAVERSE EXCEEDING REQUIREMENTS OF W.A.C. 33�-130-090. INDEXING DATA: S.E. 114, N.E. 114, SEC. 32, T. 23 NORTH, R. 5 EAST, W.M. DRAWN BY: DATE: JOB NO.: J.E.R. Fri., Sep. 12, 2008 2002-047S CHECKED BY: SCALE: SHEET: 0. B. H./J.A. 0. N/A 1 OF 2 Sep. 12, 2008, 9:11:30 C: TMCUSTOM Projects Jobs 2002-047.pro LIM SHORT PLAT NO.LQ35-010W 1PHUNG IVOR T PLA T KING COUNTY, WASHINGTON LOCATED IN THE S.E. 114, OF THE N.E. 1/4, King County OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY. WASHINGTON �A FLAT)// Q2-3 423gA C,ge 50 34 RCd���"g FOUND MON. CASE W/ BROKEN CONC. MON. II I I o t � I II 2 II BLOCK EDITION z \ I BANKERS 1ST PG g5) w o (,VOL. 67, ►_ LOT 7 3 W 1 z +1 ZONED: Q 00 N ►� R_8-S0 G d •o^o I RECORDING NO. VOL./PAGE SCALE: GRAPHIC SCALE 1" =400 1 inch = 40 FT. 40 0 40 PORTION OF: S.E. 1 /4, N.E. 1 /4, SEC. 32, T. 23 NORTH, R. 5 EAST, W.M. FOUND CONC. MOH. IN CASE S.E.1 8 0 T �1' S TREE T (PUBLIC) W/ NAIL AT CENTERLINE OF P.R.C. _ " - -' S89'2342-E 568.79' (CALC'D.) 568.792' (PLAT) (HELD) 5 •34.42 " - - - - - - - - - - - - - - --� 2S APC-99.58' M U S E �j� i3 � t W PPk) T-4)o i O U to m o o I 52300"01 \ 30.00 _____-----I-------------- ~I /-=--i------------------i----------�--------I-------------------}----------------. a� - I I BLOCK 1 EASEMENT FOR INGRESS, EGRESS I DITION I OVER THE NORTH 15' OF THE FAST 110' OF PARENT PARCEL 00 d z i i EIANOIRS 'STPAGD 95) PER REC. NO. 9704071508 I 1 30' o (VOL. 67' 1 1 i 1 N I EASEMENT FOR UNDISCLOSED PURPOSE OVER EAST 110' OF PARENT PARCEL I I o I a° LOT 6 i LOT 5 1 LOT 4 I LOT 3 1 PER REC. N0. 7802151276 LOT 1 I J I I2 � g I I PARENT PARCEL: i i LOT 2 I �1 a� I 1 1 U g 6' WOOD FENCE 1 45, 465 SQ. FT. I I I 01 } 13.5 CHAINUNK FENCE MEANDERS RUNS 0.3 -1.1 N. 1 I (1.04 ACRE 13.3'1NORTH-0.1 f SOUTH OF LINE I I 1 N I o OF LINE I i I i 6' HIGH WOOD FENCE MEANDERS o S89'35'54-E 634.57' 1 2.2't TO 0.2't NORTH OF UNE 1�15.00' LOT 1 I 7,284 SQ. FT. 1 (0.17 ACRE) a ' I N89'3957-W { 100.00, ro LOT 2 3 w 6,364 SQ. FT. (0.15 ACRE) ao FOUND CONC. MON. IN CASE W/ 2- 1 25.54' O BRASS DISK W/ PUNCH AT I 160.58' 100.00, S.E. 181 ST AND 112TH AVE. S.E. (HELD) I I Rad=43.50' S89'39'S7-E 160.58' - - - ^I - d 38 '47 06' TRACT A - - - - S89'39_57-E 664.65' (PLAT) - - I - I- Arc-29. 215.01 ' -r- _ 10' X 15' SEWER MAIN I 1 1 EASEMENT PER J I sic» �cz•+��ns:�n.q ._ 5.5' CHAIN' NK FENCE w . , LNO ....... / A9Cr1%VULn� ALviVv uirt I FOUND 5/8- REBAR CAP) I 01 WEST & 0.1 'f NORTH OF CALC'D. PROPERTY CORNER UTILITY POLE LINES RUN S, E & W 1 R=45' i (POWER CONDUIT LINES RUN ON 1 OUTSIDE OF POLE) 1 I \ 1 LOT 1 1 � I I S NO. 2 VIEW GAK67 NpAGE 38 1 I `OIL "X 19 I I 4,347 SQ. FT. (0.10 ACRE) 184.37' LOT 3 3 15,089 SQ. FT. (0.35 ACRE) "0 LOT 2 KCSP NO.477028 177.25' *-N89'39'S7"W 24,65' eQ N. LIN :, ti. 1/2, N.E. 1 /4, S.E. 114, N.E. 1 /4, � iJNPLATTED 8.50 TAX #322305 9 10 ZONED: RPP lk- r� 235.20' r ------,-� in S01'15'23-W 15.00, `30.00 1 , 4� ,�� `� �. S_ U �.41 Z o-j oo N89 39'S7-W 00 t t o. oo' 1 O 1 I Z kw4k Y I M I W o�5' p��' V �+ 6� p 1N N `O 4' CHAINUNK FENCE IS 0.1 't -0.3.+ ;� Z w 3 SOUTH OF LINE 1 tl 1 h-H N SHED ,'n ao "'N l nN N I I I I I I I I I I I I I LOT 4 p N 3 1'' I - 1 12,382 SQ, Fr. to c°po I M I (0.28 ACRE) LOT 1 KCSP NO.477028 I I 132.39' UTILITY POLE- LINI RUN E. AND N.W. TO HOUSE I VOLUME . I I BASIS OF BEARINGS: LEGAL DESCRIPTION, I I BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF (PER PACIFIC NORTHWEST TITLE COMPANY REPORT ORDER NO. 679024) S.E. 180TH STREET, BEING SOUTH 89'23'4r EAST, AS SHOWM 1 o I ON THE PLAT OF BANKERS 1ST ADDITION, RECORDED IN VOLUME LOT 2 1 '"1 I LOT 2, KING COUNTY SHORT PLAT N0. 477028, RECORDED UNDER CQ 1 U 1 67, PAGE 95, RECORDS OF KING COUNTY, WASHI GTON. KING COUNTY RECORDING NUMBER 7801270882, BEING A PORTION . I .v. } r '- OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF 106 W l 1 NOTES: ?/ SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON. 3 i to 1 1. MONUMENTS LAST VISITED 4-5-02 1 "y 2. THE BOUNDARIES SHOWN ON THIS SURVEY REPRESENT N CQ I I DEED LINES ONLY, ACTUAL OWNERSHIP MAY OTHERWISE a 1 N I BE DETERMINED. A I I REFERENCE SURVEYS: 1 (R 1) PLAT OF BANKERS 1ST ADDITION VOLUME 67, PAGE 95 I (R2) PLAT OF VIEW GARDENS NO. 2 VOLUME 67, PAGE 38 C i-D -j'U M P T c \�4 CIA I (R3) K.C.S.P. NO. 477028, RECORDING NO. 7801270882 60.00' Rad=20.00'- / \ Rod=20.00' Arc=30.98' Y Arc=31.85' S.E. 182ND ST. I I N89'56'02"W 664.95' (CALC'D)Lz::Z�— I I CALC'D. POINTS PER PLAT OF VIEW GARDENS NO. 2 (VOL. 67, PG. 38) PROJECT NAME. Cramer Northwes't In Surveyors Planners & Engineers 945 N. CENTRAL, STE. #104, KENT, WA 98032 (253)852-4880 (local) 1-(800)251-0189 (toll free) (253)852-4955 (fax) E-MAIL: cni®cramernw.com GREWAL 116TH AVE. SHORT PLAT CIO ALE KONDELIS//CREATED: Tue Apr 09 08:46:30 2002 //PREV. PLOT: Fri Sep 12 09:11:35 200811PL07TED: Fi N _ i�T - _ _ _ _ _ _ I - - , - - N89'39'57"W 110.00' - - ''I 30 I EASEMENT FOR WATER UNE i TAX LOT #322305-9210 i I LEGEND: ® FOUND MONUMENT AS NOTED 0 FOUND EMPTY MON. CASE SET 1/2- REBAR & CAP CNW-40016- 0 FOUND 5/8- REBAR W/O CAP zmf (PLAT) BANKERS 1ST ADDITION w W INSTRUMENT USED: GEODIMETER 600 AND/OR TRIMBLE 5603DRI METHOD: TRAVERSE EXCEEDING REQUIREMENTS OF WAC. 332-130-090. INDEXING DATA: S.E. 1/4, ME 1/4, SEC. 32, T. 23 NORTH, R. 5 EAST, W.M. DRAWN BY: DATE: JOB NO.: J. E. R. Fri., Sep. 12, 2008 2002-047S CHECKED BY: SCALE: SHEET: 0. B. H./J.A. 0. 1 inch = 40 FT. 2 OF 2 Sep. 12, 2008, 9:11:48 C: TMCUSTOM Projects Jobs 2002-047.pro Mr at R_,6� APPROVALS: DEPARTMENT OF ASSESSMENTS RECORDING NO. VOL./PAGE ar M_oa, �� RTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVI M 0 �3�cr;t"s �G?z 0 rn rn C ;V •z• 0 SHORT PLAT N0 ' EXAMINED A PROVED THIS DAY OF 20 EXAMINED AND APPROVED THIS ,tk DAY OF 20 0 SCALE: GRAPHIC SCALE 1'•=100' �� DIVISION DIRECTOR, LAND USE SER IVISION AS SSOR I I1 C rl = 0 O F 0 100 200 300 DEDICATION EXAMINED AND APPR IS DAY OF �,20� -- EPUTY assEss )R PORTION OF: KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED 322 7305- 91 97 OWNERS OF INTEREST IN THE LAND HEREBY SHORT SUBDIVIDED, HEREBY DECLARE ELOPMENT ENGINEER ACCOUNT NUMBER _ S.E. 1 /4, N.E. 1 /4, SEC. 32, T. 23 NORTH, R. 5 EAST, W.M. THIS SHORT PLAT TO BE THE GRAPHIC REPRESENTATION OF THE SHORT SUBDIVISION MADE HEREBY, AND DO HEREBY DEDICATE TO THE USE OF THE PUBLIC FOREVER CITY OF RENTON /PUBLIC WORKS DEPARTMENT ALL STREETS AND AVENUES NOT SHOWN AS PRIVATE HEREON AND DEDICATE THE USE THEREOF FOR ALL PUBLIC PURPOSES NOT INCONSISTENT WITH THE USE EXAMINED AND APPROVED THIS av DAY OF Jul U _, 20-0 T >IP �- j� 7► r/'�f �`+l r T I�7 �L� /� THEREOF FOR PUBLIC HIGHWAY PURPOSES, AND ALSO THE RIGHT TO MAKE ALL P V 1 �/ C1�1�.7 AOR l l NECESSARY SLOPES FOR CUTS AND FILLS UPON THE LOTS SHOWN THEREON IN THE _T? EXCEPTIONS OF ORIGINAL REASONABLE GRADING OF SAID STREETS AND AVENUES, AND FURTHER LOCATED LOCATED IN THE .RECORD: DEDICATE TO THE USE OF THE PUBLIC ALL THE EASEMENTS AND TRACTS SHOWN ADMINISTRATOR (PER PACIFIC NORTHWEST TITLE COMPANY UNDER ORDER NO. 679024) ON THIS SHORT PLAT FOR ALL PUBLIC PURPOSES AS INDICATED THEREON, IN- DRAINAGE A S• E• 1 /`t r 4F THE N. E: 1 /4, CLUDING BUT NOT LIMITED TO PARKS, OPEN SPACES, UTILITIES AND 1. A RIGHT OF WAY AND/OR EASEMENT, WITH NECESSARY APPURTENANCES OVER, UNLESS SUCH EASEMENTS OR TRACTS ARE SPECIFICALLY IDENTIFIED ON THIS OF SECTION 32, . TOWNSHIP 23 NORTH, TH, THROUGH, ACROSS ANDUNDER UNDER SAID PREMISES, INCLUDING, BUT NOT LIMITED TO, SHORT PLAT AS BEING DEDICATED OR CONVEYED TO A PERSON . OR ENTITY OTHER THE FOLLOWING: THAN THE PUBLIC, IN WHICH CASE WE DO HEREBY DEDICATE SUCH STREETS, SPRINKLER NOTE: 5 EAST, W.M., EASEMENTS, OR TRACTS TO THE PERSON OR ENTITY IDENTIFIED AND FOR THE PURPOSE STATED. FUTUREBE CONSTRUCTED SHALLBE PPRoLAT .RANGE KING COUNTY, WASHINGTON FOR: PERMGRANTEANENT EASEMENT OVER: SEWER MAINS SOUTH 10 FEET OF WEST 15 FEET FURTHER, THE UNDERSIGNED OWNERS THE HEREBY SHORT REQUIRED BE CONSTRUCTED TO A.) NATIONAL FlRE CASCADE SEWER DISTRICT, MUNICIPAL .LAND SUBDIVIDED WAIVE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS AND ANY ASSOCIATION STANDARD 130 SPRINKLER SYSTEM UNLESS OTHERWISE APPROVED CORPORATION PERSON OR ENTITY DERIVING TITLE FROM THE UNDERSIGNED, ANY AND ALL BY KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES (D.D.E:S.) OR ITS SUCCESSOR AGENCY. RECORDED: CLAIMS FOR DAMAGES AGAINST KING COUNTY, ITS SUCCESSORS AND ASSIGNS DECEMBER 20. 1971 WHICH MAY BE OCCASIONED BY THE ESTABLISHMENT, CONSTRUCTION, OR MAIN- RECORDING NUMBER: 7112200204 TENANCE OF ROADS AND/OR DRAINAGE SYSTEMS WITHIN THIS SHORT SUBDIVISION SCHOOL IMPACT FEES: EASEMENT AND TRACT MAINTENANCE: TOGETHER WITH A OTHER THAN CLAIMS RESULTING FROM INADEQUATE MAINTENANCE BY KING COUNTY. SCHOOL IMPACT FEES SHALL BE ADDRESSED AT THE TIME OF BUILDING ALL PRIVATE EASEMENTS AND/OR TRACTS: TO BE MAINTAINED, REPAIRED, AND/OR TEMPORARY EASEMENT OVER: SOUTH 15 FEET OF THE WEST 20 FEET. FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SHORT PERMIT APPLICATION IN ACCORDANCE WITH KCC 21A.43. THE OWNERS REBUILT BY OF THE PARCELS HAVING LEGAL ACCESS THEREFROM AND. 2: EASEMENT AND THE TERMS AND CONDITIONS REFERENCED THEREIN, INCLUDING, SUBDIVIDED AGREE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS TO INDEMNIFY ASSIGNS OR SUORS, UNLESS AND UNTIL SUCH ROADS ARE THEIR HEIRS, SUCCESSORS, BUT NOT LIMITED T0, THE FOLLOWING: AND HOLD KING COUNTY, ITS SUCCESSORS AND ASSIGNS, HARMLESS FROM ANY MPS FEE NOTE: IMPROVETO KING COUNTY STANDARDS.: AND. ARE DEDICATED AND ACCEPTED BY MAINTENANCE. DAMAGE, INCLUDING ANY COSTS OF DEFENSE, CLAIMED BY PERSONS WITHIN OR KING COUNIY FOR RESERVED BY: CECIL A. TRIPLETT AND HELEN J. WITHOUT THIS SHORT SUBDIVISION TO HAVE BEEN CAUSED BY ALTERATIONS OF THIS SHORT PLAT IS SUBJECT TO KING COUNTY CODE 14.75, KING COUNT}' pP,�NJArB; KING COUNTY HAS NO RESPONSIBILITY TO BUILD, IMPROVE.,, TRIPLETT, HIS WIFE THE GROUND SURFACE, VEGETATION, DRAINAGE, OR SURFACE .OR SUB -SURFACE ROAD MITIGATION PAYMENT SYSTEM (MPS). THE MPS FEES PLUS THE MPS ( ) MAINTAIN OR OTHERWISE. SERVICE PRIVATE ROADS CONTAINED WITHIN OR PURPOSE: WATER FLOWS WITHIN THIS SHORT SUBDIVISION OR BY ESTABLISHMENT, CON- ADMINISTRATIVE FEE SHALL BE PAID AT THE TIME OF BUILDING PERMIT .THE: PROVIDING SERVICE TO THE PROPERTY DESCRIBED IN THIS SHORT SUBDIVISION. AREA AFFECTED: NOT DISCLOSED STRUCTION OR MAINTENANCE OF THE ROADS. WITHIN THIS SHORT SUBDIVISION_ APPLICATION AT THE RATE IN EFFECT AT THAT TIME. EAST 110 FEET OF SAID LOT PROVIDED THIS WAIVER AND INDEMNIFICATION SHALL NOT BE CONSTRUED AS RECORDED: FEBRUARY 15, 1978 RELEASING KING COUNTY, ITS SUCCESSORS OR ASSIGNS, FROM LIABILITY FOR RECORDING NUMBER: 7802151276 ---"" DAMAGES, INCLUDING THE COST OF DEFENSE, RESULTING IN WHOLE OR IN PART TRACT A MAINTENANCE NOTE: FROM THE NEGLIGENCE OF KING COUNTY, ITS SUCCESSORS, OR ASSIGNS, k -, '/� CORPORATION:. _I �_ 1—___--- _ 3. A RIGHT OF WAY AND/OR EASEMENT, WITH NECESSARY APPURTENANCES OVER, THIS SUBDIVISION, DEDICATION, WAIVER OF CLAIMS AND AGREEMENT TO TRACT'A .IS A JOINT USE DRIVEWAY TRACT FOR INGRESS, EGRESS, PRIVATE STATE OF WASHINGTON- 're,05 THROUGH, ACROSS AND UNDER SAID PREMISES, INCLUDING, BUT NOT LIMITED HOLD HARMLESS IS MADE+WITH THE FREE CONSENT AND IN ACCORDANCE WITH DRAINAGE:AND UTILITIES FOR THE BENEFIT OF THE OWNERS OF LOTS 1, 2 AND 3 OWNERSHIP OF LOTS 1, 2 AND 3 SHALL INCLUDE AN EQUAL AND COUNTY OF KING. bAHA5 .�_����� ON THIS DAY PERSONALLY' r;:5• TO, THE FOLLOWING:- THE DESIRES OF SAID OWNERS. - "A" APPEARED BEFORE ME 1,_h ►-, UNDIVIDED OWNERSHIP INTEREST IN TRACT AND AN EQUAL AND UNDIVIDED TO ME KNOWN TO BE THE A.�Si S inn i+�gAl OF FOR: WATER MAINS IN WITNESS WHEREOF WE SET OUR HANDS AND SEALS. RESPONSIBILITY FOR THE MAINTENANCE OF SAID JOINT USE DRIVEWAY TRACT; _ _ R. ^ -�-� --— ---- — A PERMANENT EASEMENT OVER: WEST 5 FEET THE CORPORATION DESCRIBED IN THE FOREGOING INSTRUMENT, GRANTEE: KING COUNTY WATER DISTRICT NO. 58,A Q / { - ADDRESS NOTE: AND ACKNOWLEDGED THE SAID INSTRUMENT TO BE THE FREE RECORDED: MUNICIPAL CORPORATION j AND VOLUNTARY ACT AND DEED OF SAID CORPORATION FOR RECORDING NUMBER: MARCH 14, 1980 KULWANT SINGH GREWAL BAL IT KAUR REWAL ��-ADDRESSES - (n4 ,v�, , Al ' , V THE HOUSE ADDRESS SYSTEM FOR THIS SHORT PLAT SHAH BE AS FOLLOWS: SHALL BE ASSIGNED FOR THE NORTH -SOUTH ROADS WITHIN THE RANGE C F N A TO N/A A.NO W17HIN THF_ RANGE C F __ . TO �.._. • OR THE USES AND PURPOSES THEREIN MENTIONED, AND ON OATH STATED THAT HE / SHE WAS AUTHORIZED TO EXECUTE THE � AID `$ INSTRUMENT ON BEHALF OF THE CORPORATION.TEMPORARY THE TOGETHER WITH A EASEMENT OVER: 8003140137 WEST 15 FEET �—i._ M.E. . IBANK � , AMERICA ._, CII +n� o , _ _ - / � �.,/, E4ST--WEST ROADS INDIVIDUAL ADDRESSES WILL 13E ASSIGNED TO THE PRINCIPAL r _ r EN�RANt;E"`OF'"EACH""RESIDENCE"OR 'BUILDING IN ACCORDANCE"WITH'KING •L '.:'iv�l' vFni � Y i w c _:.. G!,_„ UNDER I , !i•4l,D nt!D OFFICIAL SEAL TfIIS---ram D,a OF _.� _. __mod GC► ! w .. i.l-TER►A -_rt 4. E �EhIENT ND T.E..,S N_n __C(1 A!O! G] r:... -Crr. EN nC T 'C. C I INC CO3,j,,T10N� REF RcN_C D H REI , INCLUDING, L/ CODE 16.08. ----��1�-------_ 20-0 BUT NOT LIMITED T0; THE FOLLOWING: STATE OF WASHINGTON, SS... -°_.>h#:'• R GRANTEE: ADJOINING PROPERTY OWNERS COUNTY of IMPERVIOUS SURFACE: ; _Pz PURPOSE: INGRESS AND EGRESS I AREA AFFECTED: NORTHERLY 15 FEET OF THE EASTERLY IMPERVIOUS SURFACE FOR THE DRIVEWAY AND HOUSE ON EACH LOT IS LIMITED TO c "'I" 110 FEET OF SAID PREMISES I CERTIFY OR � N�j 'E SATISFA TORY D NC T T _ JC_ y W�f' (fi}'GW �U71� IL� � _ 2500 SQUARE FEET PER THE APPROVED SMALL SITE DRAINAGE PLAN. IF ADDITIONAL s v IMPERVIOUS IS PROPOSED THEN THE SITE SHALL BE SUBJECT TO ADDITIONAL RECORDED: APRIL 7, 1997 SIGNED THIS DEDICATION AND ACKNDGED IT TO BE HIS/HER) FREE DRAINAGE REVIEW.�iu ., RECORDING NUMBER: 9704071508 AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. BMP/COVENANT NOTE: ----- - SAID EASEMENT CONTAINS A PROVISION FOR BEARING A SHARE IN THE COST OF MAINTENANCE, REPAIR OR RECONSTRUCTION OF SAID COMMON ROAD BY 6 b NOTAR PUBLIC IN AND FOR THEN STATE THE i! I I Q 30 q<.�fa7 PI1 DATED ___— — SIGNATURE OF SINGLE FAMILY RESIDENCE AND OTHER IMPROVEMENTS CONSTRUCTED ON OF HINT�N. MY COMMlSSIOPI T__ '� COMMON USERS. 4;j:,¢ , NOTARY PUBLIC THE LOTS CREATED BY THIS SUBDIVISION MUST IMPLEMENT THE FLOW CONTROL EXPIR .'5[� t 5. .EASEMENT AND THE TERMS AND CONDITIONS REFERENCED THEREIN, INCLUDING, „r - P f 1° ` BEST MANAGEMENT PRACTICES BMPS STIPULATED IN THE DRAINAGE PLAN ( ) BUT NOT LIMITED TO, THE FOLLOWING: W��; !; . t A"f PRINTED N OF /coMs DECLARATION OF COVENANT AND GRANT OF EASEMENT RECORDED FOR EACH LOT. CORPORATION: �NOTARY PUBLIC _iGEh'!ll COMPLIANCE WITH THIS STIPULATION MUST BE ADDRESSED IN THE SMALL PROJECT STATE OF WASHINGTON GRANTEE: PUGET SOUND ENERGY INC., A r = DRAINAGE PLAN SUBMITTED FOR DRAINAGE REVIEW WHEN APPLICATION IS MADE COUNTY OF KING WASHINGTON CORPORATION MY APPOINTMENT EXPIRES -- il FOR A SINGLE FAMILY RESIDENTIAL BUILDING PERMIT FOR THE LOT. ON THIS DAY PERSONALLY APPEARED BEFORE ME _ PURPOSE: TRANSIMISSION, DISTRIBUTION AND _ - s rP'�r -0 O .- e, TO ME KNOWN TO BE THE —__�—� _ -_-_-- OF _ AREA AFFECTED SALE OF CAS AND ELECTRICITY STATE OF WASH ' E• uU y4/,1 SS. COUNTY OF I CERTIFY OR HAVE SATISFACTORY EVIDENCE THAT SIGNED TIJit DEDICATION AND ACKNOWLEDGED IT TO BE (HIS/HER) FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONEI IN THE ' INSTRUMENT. DATED I�� p SIGNATURE OF s NOTARY PUBUC_ PRINTED NAIL NOTARY PUBLIC �TE��ffrrc_9Jr' NOT TO SCALE) MY APPOINTMENT EXPIRES /a VACINITY MAP w _yA ',_ .s AS CONSTRUCTED OR TO BE THE CORPORATION DESCRIBED IN THE FOREGOING INSTRUMENT, CONSTRUCTED AND ACKNOWLEDGED. THE SAID. INSTRUMENT TO BE THE FRET AND VOLUNTARY ACT AND DEED OF SAID CORPORATION FOR RECORDED: OCTOBER 9, 2006 THE USES AND PURPOSES THEREIN MENTIONED, AND ON OATH RECORDING NUMBER: 20061009000537 STATED THAT HE / SHE WAS AUTHORIZED TO EXECUTE THE SAID THE DESCRIPTION CONTAINED THEREIN IS NOT SUFFICIENT TO DETERMINE INSTRUMENT ON BEHALF OF THE CORPORATION. ITS EXACT LOCATION WITHIN THE PROPERTY HEREIN DESCRIBED. GIVEN UNDER MY NAND AND OFFICIAL SEAL THIS _--_ )AY OF 6. COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS CONTAINED -- 20IN SHORT PLAT. RECORDED: JANUARY 27, 1978 RECORDING NUMBER: 7801270882 7. A RESOLUTION OF CASCADE SEWER DISTRICT, ADOPTING A SCHEDULE OF LATE COMERS CHARGE FOR SPECIFIED AREAS OF PROPERTY ADJACENT TO WATER MAINS WHICH WILL NECESSITATE RECONSTRUCTION AND THE TERMS AND CONDITIONS THEREOF: Ld RECORDED: JANUARY 30, 1968 Q NOTARY PUBLIC IN AND FOR THE STATE RECORDING NO: 6298164 OF WASHINGTON. MY COMMISSION EXPIRES _—.----�`—.--- J O CONFORMED COPY ......... SURVEYOR'S CERTIFICATE " Cramer Northwest Inc. INSTRUMENT USED: GEODIMETER 600 AND/OR TRIMBLE 56036R200+ THIS SHORT PLAT MAP CORRECTLY REPRESENTS A SURVEY ���•' og ��S''j. METHOD: TRAVERSE EXCEEDING REQUIREMENTS OF W.A.C. 332-130-090. I AT ...... M MADE BY ME OR UNDER MY DIRECT SUPERVISION IN Surveyors Planners & Engineers�'�'•, 20090804900011 _QUEST OF CONFORMANCE WITH THE REQUIREMENTS OF THE 06 a° ; INDEXING DATA: S.E. 114, N.E. 114, SEC. 32, T. 23 NORTH, R. 5 EAST, W.M. APPROPRIATE STATE AND LOCAL STATUTES 945 N. CENTRAL, STE. # 104, KENT, WA 98032 CITY OF RENTON SPM 135.00 -d'; i PAGE-001 OF 002 IN _—__--_— Oct_ 2008 _______ (253)852-4880 (Local) � � o DRAWN BY: DATE: JOB NO.: " ' J.E.R. Tue., Oct. 21, 2008 2002-047S 08/04/2009 14:35 G 1—(800)251=0189 (toll free) .L ' 40016 _ ------------------------------------GISTIO (253)852-4955 (fox) �° AL ��' CHECKED BY: SCALE: SHEET: .... MGR. SUPT. OF RECORDS P.L.S. CERTIFICATE NO. _____40016 E—MAIL: cni®cramernw.com 0.8.H./J.A.0. N/A 1 OF 2 PROJECT NAME: KULWANT GREWAL 1 16TH AVE. SHORT PLAT C/0 ALE KONDELIS //CREtITEU Tve 09 M4_6.T: Fr 3O 2002 PLOP Ocf 16 15r52-00 Tue., OcL 21, 2008, 9:16.39 C:\TMCUSTOM\Projects\Jobs\2002-047pro RECORDING NO. VOL./PAGE ,-� - Roe Lu-ry o-= oa7 P1yU. V JV OR T P: �9. T SHORT .PLAT N0. r . _ La _,� ..` -H-140 -eO-U-N-TY, W*SWN &4- LOCATED IN THE S.E. 1/4, OF THE N.E. 1/4, SCALE: GRAPHIC SCALE ' 1-40 King County OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.) 1 inch = 40 FT. DING COUNTY, WASHINGTON 40 0 40 PORTION OF: S.E. 1 /4, N.E. 1 /4, SEC. 32, T. 23 NORTH, R. 5 EAST, W.M. FOUND CONC. MON. IN CASE S.E. 1 8.0 TH S TREE T (PUBLIC) IN, W/ IViI AT CENTERLINE -_ S8923'42"E 568.79' (CALC'D.) 568.792' (PLAT) OF P.R.C. -=--� (HELD) _ 3'j4'42" R 239A5rc�98.58 44 (PLAT) S2300" 0' -- Rad=239.Q6.985g 30..0 I__---•---I------_----_-_------r------------------r------------------1- ---------- - - - - -- t---------- - -.- -- �t 94 4 I EASEMENT FVR INGRESS EGRESS I A 2 , I I OCK D�'�ION t OVER THE NORM 15' OF THE EAST 110' OF PARENT PARCEL 2 BL �P�GpST D PER IREC NO. 9704071508 I �I 30, o i FOUND MON. CASE W/ BROKEN CONC, MON. GPGi,'y� I I a i I B�OL 67, PG. t t i I i Qq O� , i I V ti2pa P � I I y� °� ,EASEMENT FOR UNDISCLOSED PURPOSE I � I OVER EAST 110' OF PARENT PARCEL I I q $LOCK 1 ZTION 2 .hti h� v I 2 � o I NORTH LINE OF. S. 1/4 OF. THE E 1/2 OF THE N_' 1/4 PER REC. NO. 7602151276 I I U �, ADD o 226�" ¢ g I v��,� LOT 6 LOT 5 OF THE S.E. 1/4 OF THE N.E. 1/4 OF SECTION 32-23-05 LOT 3 I I LOT 1 ao p I I I Q ,S IS 95) Dao ro�V I � •. � 2. 2 I I I I I I 13ANKE 67, PG. Gg1 5 pa I o a LOT 2 I (VOL'�� �1 o ro 1 "' c; I I PARENT PARCEL: I 45,465 SQ. FT.I I I �1.04 ACRE . 13.3*NORTH-0. t SOUTH O LINE rj 0 R JRUNS ' WOOD FENCE i I I N y�1 O w I I 0.3'-1. i N. I I I I I I ~ _ t o F LINE I 6' HIGH WOOD FENCE MEANDERS I I i r7F, C'. 6� F. �- O 1 I o I I S89'35'S4"E 634:57' i I 2.2'f TO 0.2 t NORTH OF LINE i _ �._ r-1 rj. I r-i r-i --- i N P JF L 6 0 I 115.00' 100.00' '� 184.37' 235 ZO' - - - - -� r , 4 W r` — , I SO 1 ' 15'23"W 15.00' 30.00'— I ^ Z 1 20.00' +t �u w o t S89'35'46"E cp X i rn I e tt z� t 1_ _t 28.20' Ni LOT 3 ro 1 I w ,t1 w N89'39'57"W I I z G y11 �i o Y cn to �o _ I n Z O� �p LOT 7 z z �u I I PRIVATE DRAINAGE LOT 2 U 3 15,089 SQ. Ft."� 1 5 0 1 10 00 1 I C' �� P F' �`! Z +I �^ I t w cn 1� EASEMENT 3 T 1V ^ (O. 35 ACRE) W V 1 NQ �� P`��. j O ro 4' CHAINLINK FENCE I j O p 5 O, I ro I }V 6,364 SQ. F7 �u J��,��� I w LOT 1 ( ) `�U X ro 1 __► z�vti ZONED w v d `o1 0.15 ACRE cp io 1 I J z 16 IS of I f -.0.3 # I V F gQ Z B.SO ? \z o I" I r*i 7,284 SQ. FT. LOT .2 KCSP NO.4.77028 o v I18Q� I z o w 3 SOUTH OF LINE R— � q Z I N89'39'57"W (0.17 ACRE) a I o K 1 !— —1 LOT 4 c� 3 cMv W w I I 25.54' 60.56' N 100100' 45.00' PRIVATE DRAINA,.GE o 0 4 ` 12,382 SQ. FT. `� n 100 0 0 I � - - - - - - - 2 ) LOT 1 KCSP NO.477028 I / i 3 I 11a�43 50' S89'3957' E 160.58' o , Io EASEMENT , "� `a SHED - � (0.28 ACRE o 4,347 SQ. FT. i I ---------- ._---- i C7 r i W N i �/7 d 3E1 47 Tl6" TRACT A 0.10 ACRE i i - - - - - - - _ - - - - S8939 57 E 664. 65' (RI, R2) - - 1 \ 11 �=29•45' 215.01 ' . , I ( I ) b �r IN 177.25' <„ N 132 39 — — — f — — — — — — — — — — — — — — — I — — — — 10' X 15' SEWER MAIN i EASEMENT PER 1 ;'SEC. J7112200204 -� FOUND 5 t3" REBAR - NO CAP � 0.2 f WEST & 0.1 t NORTH 1 I OF CALC'D. PROPERTY CORNER t t LOT 1 �N 0 5.5' CHAINUNK FENCE w MEANDERS ALONG LINE TRACT "A' A JOINT USE DRTVEWAI i TRACT FOR INGRESS, EGRESS, �, a PRIVATE DRAINAGE AND UTILITIES -------------I I NO I I N BASIS OF BEARINGS: GARDENS 38 VIEW 67, PAGE i I BEARINGS SHOWN HEREON ARE BASED ON THE PLAT OF BANKERS I VOLUME i I I FIRST ADDITION, BEING NORTH 7426'09" EAST, AS MEASURED. S.E. I wz I BETWEEN FOUND MONUMENTS AT INTERSECTION OF 181ST I I AND 112TH AVE S.E. AT THE POINT OF RADIAL CURVE OF S.E: . 180TH ST. AS SHOWN HEREON. W LOT 2 LU NOTES 1. MONUMENTS LAST VISITED 4-5-02 2. THE BOUNDARIES SHOWN ON THIS SURVEY REPRESENT DEED LINES ONLY, ACTUAL OWNERSHIP MAY OTHERWISE BE DETERMINED. o I �� s W Co zk V) LEGEND: p I i I Q FOUND MONUMENT AS NOTED i I OQ FOUND EMPTY MON. CASE 60.00` 0 SET 1/2" REBAR & CAP CNW "40016" I I 0 FOUND 5/8" REBAR W/0 CAP (PLAT) BANKERS 1ST ADDITION I I I I I I I I I I t Rad=20.0' I Rad=20.00' Arc=30.98' Arc=31.85' I S.E. 182ND ST. I I N89'56'02"W 664.95 (CALC'D) 664.93' (R2) 1 CALC'D. POINTS PER PLAT OF VIEW GARDENS NO. 2 (VOL. 67, PG. 38) _ _ — 30' N89'39'57"W 524.65' - — — _ — — N89'39'57"W 110.00' — — I NORTH LINE OF THE S. 1/2 OF THE N.E 1/4 I EASEMENT FOR WATER LINE t OF THE S.E. 1/4 OF THE N.E. 1/4 PLA�,TED _ -- - r._.vPER REC; _N07802151276_ 1 UN I TAX LOT TAX 1322305 09210 1322305-9210 r I I I I I REFERENCE SURVEYS: (R1) PLAT OF BANKERS 1ST ADDITION VOLUME 67, PAGE 95 (R2) PLAT OF VIEW GARDENS NO. 2 VOLUME 67, PAGE 38 (ROTATED TO MATCH RI 0-47-12 CLOCKWISE) (R3) K.C.S.P. NO. 477028, RECORDING NO. 7801270882 LEGAL DESCRIPTION: (PER PACIFIC NORTHWEST TITLE COMPANY REPORT ORDER NO. 579024) LOT 2, KING COUNTY SHORT PLAT NO. 477028, RECORDED UNDER KING COUNTY RECORDING NUMBER 780127088Z BEING A PORTION OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON. CONSTRUCTION NOTE: THE ROAD AND STORM DRAINAGE SYSTEMS SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLAN AND PROFILE, PLAN NO. P-4170 ON FILE WITH KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIROMENTAL SERVICES (DDES). ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE PROPER AGENCY, CURRENTLY DDES. Crammer Northwest Inc. Surveyors Planners & Engineers 945 N. CENTRAL, STE.. #104, KENT, WA. 98032 (253)852-4.8.8.0 (I,o.cq.l,) 1-(800)251-0189 (toll free) (253)852 - 4955 (fax.) E—MAIL: cni®cromernw.com PRIVATE DRAINAGE EASEMENTS AND COVENANTS: THE PRIVATE DRAINAGE EASEMENT WITHIN LOTS 1 AND 3 ARE FOR THE BENEFIT OF LOTS 1, 2,, AND 3. THE OWNERS OF SAID LOTS SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE DRAINAGE FACILITIES WITHIN THE DRAINAGE EASEMENTS AND SHALL EQUALLY SHARE IN THE COST OF THE MAINTENANCE OF THESE DRAINAGE FACILITIES. THE OWNERS OF PRIVATE PROPERTY WITHIN THIS PLAT ENCUMBERED WITH DRAINAGE EASEMENTS SHOWN AS 'PRIVATE", HEREBY GRANT AND CONVEY TO CITY OF RENTON, A POLITICAL. SUBDIVISION OF THE STATE OF WASHINGTON, THE RIGHT, BUT NOT THE OBLIGATION TO CONVEY OR STORE STORM AND SURFACE WATER PER THE ENGINEERING PLANS APPROVED FOR THIS PLAT BY CITY OF RENTON, TOGETHER WITH THE RIGHT OF REASONABLE ACCESS (INGRESS AND EGRESS), TO ENTER SAID DRAINAGE EASEMENT FOR THE PURPOSE OF OBSERVING THAT THE OWNERS ARE PROPERLY OPERATING AND MAINTAINING THE DRAINAGE FACILITIES CONTAINED THEREIN. THE OWNERS OF SAID PRIVATE PROPERTY ARE RESPONSIBLE FOR OPERATING, MAINTAINING AND REPAIRING THE DRAINAGE FACILITIES CONTAINED WITHIN SAID DRAINAGE EASEMENT, AND ARE HEREBY REQUIRED TO OBTAIN ANY REQUIRED PERMITS, FROM THE CITY OF RENTON DEPARTMENT OF COMMUNITY DEVELOPMENT PRIOR TO FILLING, PIPING,CUTTING OR REMOVING VEGETATION (EXCEPT FOR ROUTINE LANDSCAPE MAINTENANCE SUCH AS LAWN MOWING) IN OPEN VEGETATED DRAINAGE FACILITIES (SUCH AS SWALES, CHANNELS, DITCHES, PONDS, ETC.), OR PERFORMING ANY ALTERATIONS OR MODIFICATIONS TO THE DRAINAGE FACILITIES, CONTAINED WITHIN SAID DRAINAGE EASEMENT THIS COVENANT SHALL RUN WITH THE LAND AND IS BINDING UPON THE OWNERS OF SAID PRIVATE PROPERTY, THEIR HEIRS, SUCCESSORS AND ASSIGNS. L:11 W 0 J Q INSTRUMENT USED: GEODIMETER 600 AND/OR TRIMBLE 5603DR200+ METHOD: TRAVERSE EXCEEDING REQUIREMENTS OF W.A.C. 332-130-090. INDEXING DATA: S.E. 1/4, N.E. 1/4, SEC. 32, T. 23 NORTH, R. 5 EAST, W.M, DRAWN BY: DATE: JOB NO.: J.E.R. Tue., Oct. 21, 2008 2002-047S CHECKED BY: SCALE: SHEET: 0. B. H.IJ.A.0. 1 inch = 40 FT. 2 OF 2 J .pro PROJECT NAME: VE. SHORT PUTT TV PLOT: Tue Qcf 21 13 Tire_, Oc-L 21, 2008, 11:14:47 APPROVALS: DEPARTMENT OF ASSESSMENTS RECORDING NO. ` I ;q 1 �'u ) p � M � • � � , -�� � �-; lit .� dry , I�in my DEDICATION KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNERS OF INTEREST IN THE LAND HEREBY SHORT SUBDIVIDED, HEREBY DECLARE THIS SHORT PLAT TO BE THE GRAPHIC REPRESENTATION OF THE SHORT SUBDIVISION MADE HEREBY, AND DO HEREBY DEDICATE TO THE USE OF THE PUBLIC FOREVER ALL STREETS AND AVENUES NOT SHOWN AS PRIVATE HEREON AND DEDICATE THE USE THEREOF FOR ALL PUBLIC PURPOSES NOT INCONSISTENT WITH THE USE THEREOF FOR PUBLIC HIGHWAY PURPOSES, AND ALSO THE RIGHT TO MAKE ALL NECESSARY SLOPES FOR CUTS AND FILLS UPON THE LOTS SHOWN THEREON IN THE ORIGINAL REASONABLE GRADING OF SAID STREETS AND AVENUES, AND FURTHER DEDICATE TO THE USE OF THE PUBLIC ALL THE EASEMENTS AND TRACTS SHOWN ON THIS SHORT PLAT FOR ALL PUBLIC PURPOSES AS INDICATED THEREON, IN- CLUDING BUT NOT LIMITED TO PARKS, OPEN SPACES, UTILITIES AND DRAINAGE UNLESS SUCH EASEMENTS OR TRACTS ARE SPECIFICALLY IDENTIFIED ON THIS SHORT PLAT AS BEING DEDICATED OR CONVEYED TO A PERSON OR ENTITY OTHER THAN THE PUBLIC, IN WHICH CASE WE DO HEREBY DEDICATE SUCH STREETS, EASEMENTS, OR TRACTS TO THE PERSON OR ENTITY IDENTIFIED AND FOR THE PURPOSE STATED. FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SHORT SUBDIVIDED WAIVE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS AND ANY PERSON OR ENTITY DERIVING TITLE FROM THE UNDERSIGNED, ANY AND ALL CLAIMS FOR DAMAGES AGAINST KING COUNTY, ITS SUCCESSORS AND ASSIGNS WHICH MAY BE OCCASIONED BY THE ESTABLISHMENT, CONSTRUCTION, OR MAIN- TENANCE OF ROADS AND/OR DRAINAGE SYSTEMS WITHIN THIS SHORT SUBDIVISION OTHER THAN CLAIMS RESULTING FROM INADEQUATE MAINTENANCE BY KING COUNTY. FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SHORT SUBDIVIDED AGREE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS TO INDEMNIFY AND HOLD KING COUNTY, ITS SUCCESSORS AND ASSIGNS, HARMLESS FROM ANY DAMAGE, INCLUDING ANY COSTS OF DEFENSE, CLAIMED BY PERSONS WITHIN OR WITHOUT THIS SHORT SUBDIVISION TO HAVE BEEN CAUSED BY ALTERATIONS OF THE GROUND SURFACE, VEGETATION, DRAINAGE, OR SURFACE OR SUB -SURFACE WATER FLOWS WITHIN THIS SHORT SUBDIVISION OR BY ESTABLISHMENT, CON- STRUCTION OR MAINTENANCE OF THE ROADS WITHIN THIS SHORT SUBDIVISION. PROVIDED THIS WAIVER AND INDEMNIFICATION SHALL NOT BE CONSTRUED AS RELEASING KING COUNTY, ITS SUCCESSORS OR ASSIGNS, FROM LIABILITY FOR DAMAGES, INCLUDING THE COST OF DEFENSE, RESULTING IN WHOLE OR IN PART FROM THE NEGLIGENCE OF KING COUNTY, ITS SUCCESSORS, OR ASSIGNS. THIS SUBDIVISION, DEDICATION, WAIVER OF CLAIMS AND AGREEMENT TO HOLD HARMLESS IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF SAID OWNERS. IN WITNESS WHEREOF WE SET OUR HANDS AND SEALS. KULWANT SINGH GREWAL 8AUIT'1 AUR BREWAL STATE OF WASHINGTON, SS. COUNTY OF I CERTIFY OR HAVE SATISFACTORY EVIDENCE THAT SIGNED THIS DEDICATION AND ACKNOWLEDGED IT TO BE (HIS/HER) FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. STATE OF WASHINGTON, COUNTY OF DATED SIGNATURE OF NOTARY PUBLIC PRINTED NAME OF NOTARY PUBLIC MY APPOINTMENT EXPIRES SS. I CERTIFY OR HAVE SATISFACTORY EVIDENCE THAT SIGNED THIS DEDICATION AND ACKNOWLEDGED IT TO BE (HIS/HER) FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED - SIGNATURE OF NOTARY PUBLIC _ PRINTED NAME OF NOTARY PUBLIC MY APPOINTMENT EXPIRES RECORDER'S CERTIFICATE .................... FILED FOR RECORD THIS ........... DAY 0F.......... 20....... AT ...... M IN BOOK .......... OF ............ AT PAGE......... AT THE REQUEST OF ...... OWEN. B... HILLE...... SURVEYOR'S NAME ..................... I........... ....................................... MGR. SUPT. OF RECORDS DEPARTMENT OF DEVELOPMENT AND, ENVIRONMENTAL SERVICES EXAMINED AND APPROVED THIS DAY OF , 20 Mf��AND USE SERVICES DIVISION 1� t Slonl 'D ,fie EXAMINED AND APPROVED THIS DAY OF 20 DEVELOPMENT ENGINEER EXAMINED AND APPROVED THIS DAY OF 20 VOL./PAGE SCALE: GRAPHIC SCALE 1"=100' ASSESSOR 1 inch = 1 0 0' 0 100 200 300 DEPUTY ASSESSOR ACCOUNT NUMBER =32?305.,-9,1 9� •. Y4"` P U UNG ,S MOR T PLA T LOCATED IN THE S.E. 114, OF THE N.E. 1 /4, OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY. WASHINGTON SPRINKLER NOTE: ANY FUTURE RESIDENCE(S) TO BE CONSTRUCTED ON THIS SHORT FLAT SHALL BE REQUIRED TO BE CONSTRUCTED WITH A (N.F.P.A.) NATIONAL FIRE PROTECTION ASSOCIATION STANDARD 13D SPRINKLER SYSTEM UNLESS OTHERWISE APPROVED BY KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES (D.D.E.S.) OR ITS SUCCESSOR AGENCY. SCHOOL IMPACT FEES: SCHOOL IMPACT FEES SHALL BE ADDRESSED AT THE TIME OF BUILDING PERMIT APPLICATION IN ACCORDANCE WITH KCC 21A.43. MPS FEE NOTE: THIS SHORT PLAT IS SUBJECT TO KING COUNTY CODE 14.75, KING COUNTY ROAD MITIGATION PAYMENT SYSTEM (MPS). THE MPS FEES PLUS THr MPS ADMINISTRATIVE FEE SHALL BE PAID AT THE TIME OF BUILDING PERMIT APPLICATION AT THE RATE IN EFFECT AT1� AT TIME. TRACT A JNaINN NOTE: P TRACT A IS A E CT FOR INGRESS, EGRESS, PRIVi,TE * Qqwo DRAINAGE AND UTILITIES FOR THE BENEFIT OF TF{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l"CEPTED BY KING COUNTY FOR MAINTENANCE. WARNING: KING COUNTY HAS NO RESPONSIBILITY TO BUILD, IMPROVE, MAINTAIN OR OTHERWISE SERVICE THE PRIVATE ROADS CONTAINED VdTHIN OR PROVIDING SERVICE TO THE PROPERTY DESCRIBED IN THIS SHORT S:OBDIVISION. v �e,4 (NOT TO SCALE) VACINITY MAP SE. 176TH ST. W � Q Q N 2 T N � Q SE 180 SE. 1El _1 ST. o SITE SE. 182TH ST. �i SE. 184 N ST. Q X 0 N ST.~ PORTION OF: S.E. 1 /4, N.E. 1 /4, SEC. 32, T. 23 NORTH, R. 5 EAST, W.M. EXCEPTIONS OF RECORD: (PER PACIFIC NORTHWEST TITLE COMPANY UNDER ORDER NO. 679024) 1. A RIGHT OF WAY AND/OR EASEMENT, WITH NECESSARY APPURTENANCES OVER, THROUGH, ACROSS AND UNDER SAID PREMISES, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: FOR: SEWER MAINS A PERMANENT EASEMENT OVER: SOUTH 10 FEET OF THE WEST 15 FEET GRANTEE: CASCADE SEWER DISTRICT, A MUNICIPAL CORPORATION RECORDED: DECEMBER 20. 1971 RECORDING NUMBER: 7112200204 TOGETHER WITH A TEMPORARY EASEMENT OVER: SOUTH 15``FEET'OF'THE WEST 20 FEET. 2. EASEMENT AND THE TERMS AND CONDITIONS REFERENCED THEREIN, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: RESERVED BY: CECIL A. TRIPLETT AND HELEN J. TRIPLETT, HIS WIFE PURPOSE: NOT DISCLOSED AREA AFFECTED: BEAST'1,1.0, FEET OF SAID LOT RECORDED: FEBRUARY 15, 1978 RECORDING NUMBER: 7802151276 3. A RIGHT OF WAY AND/OR EASEMENT, WITH NECESSARY APPURTENANCES OVER, THROUGH, ACROSS AND UNDER SAID PREMISES, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: FOR: WATER MAINS A PERMANENT EASEMENT OVER: WEST 5 FEET GRANTEE: KING COUNTY WATER DISTRICT NO. 58,A - . MUNICIPAL CORPORATION RECORDED: RECORDING NUMBER: MARCH ,14, 31980, 8003140137p TOGETHER WITH A TEMPORARY EASEMENT OVER: WEST 15 FEET 4. EASEMENT AND THE TERMS AND CONDITIONS REFERENCED THEREIN, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: GRANTEE: ADJOINING PROPERTY OWNERS PURPOSE: INGRESS AND EGRESS AREA AFFECTED: NORTHERLY 15 FEET OF THE EASTERLY 110 FEET OF SAID PREMISES RECORDED: APRIL , 7, 1997 RECORDING NUMBER: 9704071508 SAID EASEMENT CONTAINS A PROVISION FOR BEARING A SHARE IN THE COST OF MAINTENANCE, REPAIR OR RECONSTRUCTION OF SAID COMMON ROAD BY THE COMMON USERS. 5. EASEMENT AND THE TERMS AND CONDITIONS REFERENCED THEREIN, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: GRANTEE: PUGET SOUND ENERGY, INC., A WASHINGTON CORPORATION PURPOSE: TRANSIMISSION, DISTRIBUTION AND SALE OF GAS AND ELECTRICITY AREA AFFECTED: AS CONSTRUCTED OR TO BE CONSTRUCTED RECORDED: OCTOBER 9, 2006 RECORDING NUMBER: 20061009000537 THE DESCRIPTION CONTAINED THEREIN IS NOT SUFFICIENT TO DETERMINE ITS EXACT LOCATION WITHIN THE PROPERTY HEREIN DESCRIBED. 6. COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS CONTAINED W IN SHORT PLAT: Q RECORDED: JANUARY 27, 1978 IZ RECORDING NUMBER: 7801270882 \ J SURVEYOR'S CERTIFICATE , CramerNorthwestInc. B. THIS SHORT PLAT MAP CORRECTLY REPRESENTS A SURVEY NSurveyors o4�. •'og MADE BY ME OR UNDER MY DIRECT SUPERVISION IN Planners & Engineers CONFORMANCE WITH THE REQUIREMENTS OF THE �? g45 N. CENTRAL, STE. 104, KENT, WA 98032 •� APPROPRIATE STATE AND LOCAL STATUTES IN ________ Sep_ 2008 (253)852-4880 (local) oO^' 1 (800)251-0189 (toll free) s;•...&40016 (253)852-4955 (fax) P.L.S. CERTIFICATE N0. 40016 E—MAIL: cni®cramernw.com INSTRUMENT USED: GEODIMETER 600 AND/OR TRIABLE 5603DR200+ METHOD: TRAVERSE EXCEEDING REQUIREMENTS OF W.A.C. 332-130-090. INDEXING DATA: S.E. 114, N.E. 1/4, SEC. 32, T. 23 NORTH, R. 5 FAST, W.M. DRAWN BY: DATE: JOB NO.: J.E.R. Fri., Sep. 12, 2008 2002-047S CHECKED BY: SCALE: SHEET: O.B.H./J.A.O. N/A 1 OF 2 PROJECT NAME: KULWANT GREWAL 116TH AVE. SHORT RAT C/O ALE KONDELIS//CREATED: Tue Apr 09 08:46:30 2002 //PREV. PLOT. Fri Sep 12 08:58:05 2008//PLOTTE Fri., C: 2002-047. pro RECORDING NO. ,PJY UNG S . 'OR T RLA T VOL./PAGE LOCATED IN THE S.F. 1/4, OF THE N.E. 1/4, SCALE: GRAPHIC SCALE 1"=40' King County OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., 1 inch — 40 FT. DING COUNTY, WASHINGTON 40 0 40 PORTION OF: S.E. 1 /4, N.E. 1 /4, SEC. 32, T. 23 NORTH, R. 5 EAST, W.M. FOUND CONC. Mom IN CASE S.E. .180TH STREgT (PUBLIC) ;' W/ NAIL AT CENTERLINE �! / r S89.2; 4riF r568.79' CALC D.) 568.792' (PLAT) I „r OF P.R.C. ��` _ _ (HELD) •34 '42 " • - - 1 _ — — — — — 239 ? � �1 (BASIS OF BEARINGS) Arc o (PLAT) S2300�A'� E w i� ►� ! 9• 55. 0---------- �- .-- Rad=2r Arc -�� �\ 3` , _/S ` ! I ` f, I— - - - - - -I - �1 _ 42"',- r-------------------------- a�j 56, �/?/ I 1 OCK��) ! EASEMENT FOR INGRESS, EGRESS I I '"� R d�:e� > I 1 S 1ST AD OVER THE NORTH 15' OF THE EAST 110' OF PARENT PARCEL �1 1 ti 00 FOUND MON. CASE c' I R 95 PER RED NO ' 9704071508 I 30 0 W1 BROKEN CONC. MON. ✓1 I `; °� I FI VOL 6"7� PG I N �I 0 3 I ! ( I I EASEMENT FO EDP Rpow OVER EAST 110 OF PARENT PARCEL ! o ! LOT 6 ! L 5 I I I PER REC xN0.7802151276 L I LOT ! LOT 4 I LOT 3 ! I LOT 1 I �I I I PARENT PARCEL: I I LOT 2 i i i W 45, 465 SQ. FT. I I ! I I Z 6' WOOD FENCE I I 13.5' CHAINUNK FENCE MEANDERS I ! I N I I I RUNS 0.3 -1. i N. I I 1.04 ACRE) i 3.3tNOR1H-0.1 t SOUTH OF OF LINE I I - 6' HIGH WOOD FENCE MEANDERS BLOCK �pITION I S89'35 54.E 53X I w 1 2.2 t TO 0.2 t NORTH OF LINE I ! ! € :cr , r� r� ! I I X I r t rn r 1 r� r� 1 BANKERS 1STPG• 95) w o 115.00' 100.00' 184.3T 235.20' 3 00'' - N W (VOL 67' �� ! ! X +� w I SOV' 5'23"W 15.00' 30.00- I ,� z w ! �i Y LOT 3 z w I z LOT 7 3 w ! LOT 1 ? W "i E I / ►� Z 0' N89 39 57"W I I .0 ' N. `D LOT 2 �, E S d ZONED: ¢ . I 7,284 SQ. FT. 2 2 Z 15,089 SQ. FT Z ao 11) 0o -1 1 (0.17 ACRE N 6,364 SQ. FT. (0.35 ACRE) w OJS P�� z 1 I � I R-8-SO o o ^ � ) (0.15 ACRE) Ee - 0 1�6 z N o coo 4 CHAINLINK FENCE 80 t o I I N89'39'S7"W n S T� F LINE o c� ply ¢ o 3` SOUTH OF LINE 60 ! p FOUND CONC. MON. IN CASE W/ 2" z I 25.54' I LOT 2 KCSP N0.477028 0 �$ LOT 4 3 N � BRASS DISK W/ PUNCH AT I 60.58' 100.00 ^H2 'v !n `7 r. S.E. 181 ST AND 112TH AVE. S. E o 12, 382 SQ. FT HELD q� f(� 1 �43.50' S89'39'Sr'E 160.58' --� ' (0.28 ACRE) LOT 1 KCSP N0.477028 �.. (HELD) ��G . .. ll��,, L �Q�_1+ �I- d 38'47V6' TRACT A 4,347 SQ. FT o , e N SNED -„�, -_ _- -_- -_-_-_ _- _ I I - - St39 39 57"E 664.65' PLAT) - - I )- Arc--29.4 5' N '- 46 - - - - - - - - - - - J 3 I 0 10 ACRE o 132.39' - o, =/ _ _ 215.01 ' 177.2 - 10' X 15' SEWER MAIN I 1 - I 89'39' 7"W 524.65' 1 - - - - N89'39'57"W 110.00' - - O' I EASEMENT., .PER J I 5.5' C; WNLINK FENCEN.E.r �OrJ2n4: ! > .1;f4: E:lf N E , l/4 _. ___ _ ._ ._ , it„_ �v n, c_. a"ccJ _ EASEMENT FOR WATER LINE__ _ o "' ° ' PER REC. NO. 7802151276 I - ' , k i I _ MEANDERS ALONG LINE � C,� n UNP 9TTEp I �0 HOUSED NrW-v I FOUND 5 8" REBAR NO CAP C , 7 _ I I 0.2'f WEST & 0.1't NORTH I I I UTILITY POLE LINES RUN S, E & W r� T LOT ZONED: R 8�$0 I 322 05TAX OT 1 #32�3 5-9210 ! # OF CALC'D. PROPERTY CORNER I R=45' I (POWER CONDUIT LINESRU RUN ON# J OUTSIDE OF POLE) I ^L LOT 1 j\� 1 K I I �l �-------------I (`) 1 (J I S No. 8 I I VIEW GODIN AGE 3 I VOLUME 67' . I BASIS OF BEARINGS: LEGAL DESCRIPTION: LEGEND: I W I BEARINGS SHOWN HEREON ARE BASED N THE CENTERLINE OF (PER PACIFIC NORTHWEST TITLE COMPANY REPORT ORDER NO. 679024) ® FOUND MONUMENT AS NOTED _ S.E. 180TH STREET, BEING SOUTH 89' 3' EAST, AS SHOWN W I "� N , ! ON THE PLAT OF BANKERS 1ST ADDITION, RECORDED IN VOLUME LOT 2 67, PAGE 95, RECORDS OF KING COUNTY, WASHINGTON. LOT 2, KING COUNTY SHORT PLAT N0. 477028, RECORDED UNDER © FOUND EMPTY MON. CASE KING COUNTY RECORDING NUMBER 7601270882, BEING A PORTION vN I w v I ti OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF ® SET 1/2" PEBAR & CAP CNW "40016" NOTES: SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING EFOUND ffRE W/0CAP COUNTY, WASHINGTON.3 I �1. MONUMENTS LAST VISITED 4-5-02 " �y�I Lo 2. THE BOUNDARIES SHOWN ON THIS SURVEY REPRESENT 1 `I DEED LINES ONLY, ACTUAL OWNERSHIP MAY OTHERWISE N q I BE DETERMINED. (PLAT) BANKERS 1ST ADDITION �'.00V I I REFERENCE SURVEYS: 1 (RI) PLAT OF BANKERS 1ST ADDITION VOLUME 67, PAGE 95 � I (R2) PLAT OF VIEW GARDENS NO. 2 VOLUME 67, PAGE 38 �0'I I (R3) K.GS.P. NO. 477028, RECORDING NO. 7801270882 1 60. 90' i i I w ! I CD 1 I 1 I \ 1 i J I 1 �.!INSTRUMENT USED: GEODIMETER 600 AND/OR TRIMBLE 5603DR200+ I C c°NorthwestInc. .� Rad=20.00' l Rdd=20.00' -� 4L�'•'gF 1PAS ' METHOD: TRAVERSE EXCEEDING REQUIREMENTS OF W.A.C. 332-130-090. Arc=30.98' /�' Arc=31.85' �x p; Surveyors Planners & Engineers I I 945 N. CENTRAL, STE. #104, KENT, WA 98032 •G' ;, s•�; INDEXING DATA: S.E. 1/4, N.E. 1/4, SEC. 32, T. 23 NORTH, R. 5 EAST, W.M. S.E. 182ND ST. 1 � '� •°" DRAWN BY: DATE: N89.56'02"W 664.95'R2 (CALC'D) I (253)852-4880 (local) o JOB NO.: 664.93 ( ) — I 1—(800)251-0189 (toll free) ��y;•.••,p �o016 %J•E.R. Fri., Sep. 12, 2008 2002-047S (253)852-4955 (fax) ��1vA� CHECKED BY: SCALE: SHEET: CALC'D. POINTS PER PLAT OF VIEW GARDENS NO. 2 (VOL. 67, PG. 38) E—MAIL: cni@cromernw.com 0.3.H./J.A.0. 1 inch = 40 FT. 2 OF 2 PROJECT NAME: KULWANT GREWAL 116TH AVE. SHORT ."LAT CIO ALE KONDELIS CREATED: Tue Apr 09 08:46:30 2002 7PREV. PLOT: Fri Sep 12 09:11:35 2008 /PLOTTED: Fri., Sep. 12, 2008, 9:11:48 C: TMCUSTOM Projects Jobs 2002-04Zpro RECORDING NO. VOL./PAGE SHORT PLAT NO. L03S0008 PHUNG S)YOR T PLA T KING COUNTY, WASHINGTON LOCATED IN THE S.E. 1/4, OF THE N.E. 1/4, SCALE: GRAPHIC SCALE I"=40' OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., 1 inch = 40 FT. KING COUNTY, WASHINGTON 40 0 40 PORTION OF: S.E. 1 /4, N.E. 1 /4, SEC. 32, T. 23 NORTH, R. 5 EAST, W.M. FOUND AT C. IN CASE SE18 0 TH STREET T (PUBLIC) W/ NAIL AT CENTERLINE .. OF P.R.C. _ "--' S89'23'42"E 568.79' (CALC'D.) 568.792' (PLAT) _ 1 (HELD) 39.5WA '34'42' Aad-2 Arc-98.58' II ,44 (PLAT) 6 \ 52300 ^I Pad-23g5�-98.58. 7 \ 30p0____------1------------------T------------------�---------- --_--- ------ til �- - d Ar1---------I----------------41 ' I I QC$ 1 EASEMENT FOR INGRESS EGRESS I 1 BL ADDITION I OVER THE NORTH 15' OF THE EAST 110' OF PARENT PARCEL FOUND MON. CASE QPuGti„�PI I I I BANy,ERS 67 TpG 95) PER REC, NO. 9704071508 I 1 30' o l N W/ BROKEN CONC. MON. `G �� I I �^� o o a "�� I I 0TOL 1 1 1 1 N I Qa °- ^ ` I I EASEMENT FOR UNDISCLOSED PURPOSE ^ I I W I I I I OVER EAST 110' OF PARENT PARCEL 1 I ^I n 1 Z�G)14)� U I W� "� I 1 1 O "ti BLOCK ON o� N J o N- I 1 PER REC. NO. 7802151276 1 1 OR 1ST AD 9I5) 1 0 2�° Co a I $ LOT 6 I LOT 5 I i LOT 3 1 LOT 1 BAN OL• 67, pG. G�1 �1 I z$ i v 6 i I 1 LOT 2 0 1 �; 1 rn W PARENT PARCEL: „i "� I � 41 I �, 1 45,465 SQ. FT. I i I o I r,, 0 tx� ^ ," 6' WOOD FENCE 1 I 1 3.5' CIWNUNK FENCE MEANDERS 1 i C 1 pF o��' �O I 1 3 RUNS 0.3'-1.1 ' N. I 1 1.04 ACRE 3.3'tNORTH-O.1 t SOUTH OF LINE i 1 I `� I �, ` 6 Z I Q- v 1 I 1 6' HIGH WOOD FENCE MEANDERS I GPI 5� ��roIrj of � 4j ; I + , � , OF SINE r, i S89'35 54"E 634.57 I I I �, p� r , 2.2't TO 0.2t NORTH OF LINE 1 I.. Q .- LU J I , X I r I r� r� I ��O,Z• P, cy6 Z 1 `a 115.00' 100.00' 184.37' _ 235.20' I 30.00'- �� wo I PRIVATE DRAINAGE ' 1 - - -_ i,i 1 SO1'15'23"W 15.00, --� Q '.`� Y En _ �� EASEMENT X On LOT 3 `�1 1 N89 39'57"W G• 1 ? W I- 1 "� �c �u Z LOT 7 J 3 ;u I 1 LOT 1 LOT 2? W "' E 1 "' Z , G��� Z+I N. I 1 , 3 =Z2 r\ a w T_ SSE ��.c'' �d-r o 110.00 ED: R o ^ n J o N 10 �35 ACRE �u 0 P z U I I J�p� -- -SO U d 0000 i I , 7,284 SQ. FT. �, 6,364 SQ. FT. _ Vi � ^ (' ) v i � 6� 1 o:) 4' CHAINLINK FENCE 1 o I p ,� \ (0.17 ACRE) (0.15 ACRE) v X o 00 !� p / 1� _ - -1 Z N `c IS 0.1't-0.3t I v I � i�,• �Ol in o I I N89'3957"W '� o U 1 $pNy 1 i o w 3 SOUTH OF LINE oo \ja 25.54' I LOT 2 KCSP N0.477028 0 1, �_ _ 1 LOT 4 N Cp tf I 60.58' 100.00_ i v\/ - - - - o Z 12,382 SQ. FT. d ao 7 I Ra�4350' S89'39'57E 160.58' o , I PRIVATE DRAINAGE o (0.28 ACRE) 00 o I ri ri I I'' +, LOT 1 KCSP NO.477028 I � G L \ d 38 47 06' TRACT' » A" �347 SQ. FT o F�4SEMENT + 6 N SHED ;,� d: - - - - - - - - - - - - I 00'` I . - S89 39'57"E 664.65' PLAT � - - I \ ( 110 ACRE) o , I� , �i N _ _ _ _ ___ - - _ - _ _ ( - - I Arc=29.4 215.01 177.25' 132.39' -�o, _ 1 10' X 15' SEWER MAIN I 1- 1 I N89'3.9'57W 524.65' - - - - - - EASEMENT PER J I � - � 1 I 89 39'57" ,_ �.__ EASEMENT NT r -- - _ _-__ 1 S-'=4_. G�_r_. 5.5'..CHNNUNK FENCEL 0 KcG. 7 1LLUULU - - -_ - - N.._U.NE; S. 'r !2, ,R�.E.__1 f4 S.F. 1 /4, N.r..1/4 _ I - - _--- , Ef;S',- �. W 11 ., 00 g 7 1 MEANDERS ALONE LINE i u l . r0 _.., UN -r �r , . I LATTED R(JII4 N. PER REC. N0. 7802151276 FOUND 5/8" REBAR (NO CAP) I TRACT "A" A JOINT USE DRIVEWAY UNP _ I r U E 1 I 0.2t WEST & 0.1 t NORTH I TAX LOT TAX LOT OF CALC'D. PROPERTY CORNER 1 I TRACT FOR INGRESS, EGRESS, #322305-9210 Z 1 #322305-9210 I R=45' ► PRIVATE DRAINAGE AND UTILITIES 1 1 1 r•l, 1 I LOT 1 \ I � I I -------------1 I N0. 2 38 I i I I W GARDENS GE 67, PA I VOLUME I ,� BASIS OF BEARINGS: W N i BEARINGS SHOWN HEREON ARE BASED ON THE PLAT OF BANKERS 1 o I FIRST ADDITION, BEING NORTH 74'26'09" EAST, AS MEASURED BETWEEN FOUND MONUMENTS AT INTERSECTION OF S.E. 181 ST �-� LOT 2 i v I AND 112TH AVE S.E. AT THE POINT OF RADIAL CURVE OF S.E. J I 180TH ST. AS SHOWN HEREON. NOTES: M I 1. MONUMENTS LAST VISITED 4-5-02 U') I 1 2. THE BOUNDARIES SHOWN ON THIS SURVEY REPRESENT N DEED LINES ONLY, ACTUAL OWNERSHIP MAY OTHERWISE 0 1 BE DETERMINED. REFERENCE SURVEYS: � I (R1) PLAT OF BANKERS 1ST ADDITION VOLUME 67, PAGE 95 (R2) PLAT OF VIEW GARDENS NO. 2 VOLUME 67, PAGE 38 1 I (ROTATED TO MATCH R 1 0-47-12 CLOCKWISE) 60.00' I (R3) K.C.S.P. NO. 477026, RECORDING NO. 7801270882 I I. --- I 1 1 I I I 1 I 1 I 1 I I I I I i I I I I Rod=20.00' / \ Rod=20.00' Arc=30.98' �' V� Arc=31.85' I S.E. 182ND ST. I I N89'56'02"W 664.95' (CALC'D) I CALC'D. POINTS PER PLAT OF VIEW GARDENS NO. 2 (VOL. 67, PG. 38) PROJECT NAPE: KULWANT, I I I I I I I I LEGAL DESCRIPTION. (PER PACIFIC NORTHWEST TITLE COMPANY REPORT ORDER NO. 679024) LOT 2, KING COUNTY SHORT PLAT NO. 477028, RECORDED UNDER KING COUNTY RECORDING NUMBER 780127088Z BEING A PORTION OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON. CONSTRUCTION NOTE: THE ROAD AND STORM DRAINAGE SYSTEMS SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLAN AND PROFILE, PLAN NO. P-4170 ON FILE WITH KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIROMENTAL SERVICES (DDES). ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE PROPER AGENCY, CURRENTLY DDES. PRIVATE DRAINAGE EASEMENTS AND COVENANTS: THE PRIVATE DRAINAGE EASEMENT WITHIN LOTS 1 AND 3 ARE FOR THE BENEFIT OF LOTS 1, 2, AND 3. THE OWNERS OF SAID LOTS SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE DRAINAGE FACILITIES WITHIN THE DRAINAGE EASEMENTS i�ND SHALL EQUALLY SHARE IN THE COST OF THE MAINTENANCE OF THESE DRAINAGE FACILITIES. I -Cramer Northwest Inc. J Surveyors Planners & Engineers 945 N. CENTRAL, STE. #104, KENT, WA 98032 (253)852-4880 (local) 1—(800)251-0189 (toll free) (253)852-4955 (fax) E—MAIL: cni®cramernw.com SHORT ;'C% ALE KONCELIS//CRLA; EL': Tue Apr 09 08:46: >U 20U2 /PREV PLOT .;Frt Uc ;. IV 15:02:01 LEGEND: ® FOUND MONUMENT AS NOTED ® FOUND EMPTY MON. CASE ® SET 1/2" REBAR & CAP CNW "40016" Q FOUND 5/8" REBAR W/0 CAP (PLAT) BANKERS 1ST ADDITION INSTRUMENT USED: GEODIMETER 600 AND/OR TRIMBLE 5603DR200+ METHOD: TRAVERSE EXCEEDING REQUIREMENTS OF W.A.C. 332-130-090. INDEXING DATA: S.E. 1/4, N.E. 1/4, SEC. 32, T. 23 NORTH, R. 5 EAST, W.M. DRAWN BY: DATE: JOB NO.: J.E.R. Fri., Oct. 10, 2008 2002-047S CHECKED BY: SCALE: SHEET: 0.B.H.IJ.A.0. 1 inch = 40 FT. 2 OF 2 Oct. 10, 2008„ 15:51:5Fi_ ,C:\TM.CUSTOM\Projects\Jobs\200� -047. pro a ' SHORT PLAT NO10350008 KING COUNTY, WASHINGTON King County DEDICATION KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNERS OF INTEREST IN THE LAND HEREBY SHORT SUBDIVIDED, HEREBY DECLARE THIS SHORT PLAT TO BE THE GRAPHIC REPRESENTATION OF THE SHORT SUBDIVISION MADE HEREBY, AND DO HEREBY DEDICATE TO THE USE OF THE PUBLIC FOREVER ALL STREETS AND AVENUES NOT SHOWN AS PRIVATE HEREON AND DEDICATE THE USE THEREOF FOR ALL PUBLIC PURPOSES NOT INCONSISTENT WITH THE USE THEREOF FOR PUBLIC HIGHWAY PURPOSES, AND ALSO THE RIGHT TO MAKE ALL NECESSARY SLOPES FOR CUTS AND FILLS UPON THE LOTS SHOWN THEREON IN THE ORIGINAL REASONABLE GRADING OF SAID STREETS AND AVENUES, AND FURTHER DEDICATE TO THE USE OF THE PUBLIC ALL THE EASEMENTS' AND TRACTS SHOWN ON THIS SHORT PLAT FOR ALL PUBLIC PURPOSES AS INDICATED THEREON, IN- CLUDING BUT NOT LIMITED TO PARKS, OPEN SPACES, UTILITIES AND DRAINAGE UNLESS SUCH EASEMENTS OR TRACTS ARE SPECIFICALLY IDENTIFIED ON THIS SHORT PLAT AS BEING DEDICATED OR CONVEYED TO A PERSON OR ENTITY OTHER THAN THE PUBLIC, IN WHICH CASE WE DO HEREBY DEDICATE SUCH STREETS, EASEMENTS, OR TRACTS TO THE PERSON OR ENTITY IDENTIFIED AND FOR THE PURPOSE STATED. FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SHORT SUBDIVIDED WAIVE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS AND ANY PERSON OR ENTITY DERIVING TITLE FROM THE UNDERSIGNED, ANY AND ALL CLAIMS FOR DAMAGES AGAINST KING COUNTY, ITS SUCCESSORS AND ASSIGNS WHICH MAY BE OCCASIONED BY THE ESTABLISHMENT, CONSTRUCTION, OR MAIN- TENANCE OF ROADS AND/OR DRAINAGE SYSTEMS WITHIN THIS SHORT SUBDIVISION OTHER THAN CLAIMS RESULTING FROM INADEQUATE MAINTENANCE BY KING COUNTY. FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SHORT SUBDIVIDED AGREE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS TO INDEMNIFY AND HOLD KING COUNTY, ITS SUCCESSORS AND ASSIGNS, HARMLESS FROM ANY DAMAGE, INCLUDING ANY COSTS OF DEFENSE, CLAIMED BY PERSONS WITHIN OR WITHOUT THIS SHORT SUBDIVISION TO HAVE BEEN CAUSED BY ALTERATIONS OF THE GROUND SURFACE, VEGETATION, DRAINAGE, OR SURFACE OR SUB -SURFACE WATER FLOWS WITHIN THIS SHORT SUBDIVISION OR BY ESTABLISHMENT, CON- STRUCTION OR MAINTENANCE OF THE ROADS WITHIN THIS SHORT SUBDIVISION. PROVIDED THIS WAIVER AND INDEMNIFICATION SHALL NOT BE CONSTRUED AS RELEASING KING COUNTY, ITS SUCCESSORS OR ASSIGNS, FROM LIABILITY FOR APPROVALS: DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES EXAMINED AND APPROVED THIS DAY OF , 2C DIVISION DIRECTOR, LAND USE SERVICES DIVISION EXAMINED AND APPROVED THIS DAY OF 20 DEVELOPMENT ENGINEER .CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT EXAMAND APPROVED THIS DAY -;OF INED 20-- ADMINISTRATOR SPRINKLER NOTE DEPARTMENT OF ASSESSMENTS EXAMINED AND APPROVED THIS DAY OF 20 ASSESSOR DEPUTY ASSESSOR ACCOUNT NUMBER 322305-9197. ANY FUTURE RESIDENCE(S) TO<;,BE CONSTRUCTED ON THIS SHORT PLAT SHALL BE REQUIRED TO BE CONSTRUCTED WITH A (N.F.P.A.) NATIONAL FIRE PROTECTION ASSOCIATION STANDARD 13D, SPRINKLER SYSTEM UNLESS OTHERWISE APPROVED BY KING COUNTY DEPARTMENT OF DEVELOPMENT AND `ENVIRONMENTAL SERVICES (D.D.E.S.) OR ITS SUCCESSOR AGENCY. SCHOOL IMPACT FEES: SCHOOL IMPACT FEES SHALL BE ADDRESSED AT THE TIME OF BUILDING PERMIT APPLICATION 1N ACCORDANCE WITH KCC 21 A.43. MPS FEE NOTE: THIS SHORT PLAT IS SUBJECT TO KING COUNTY CODE 14.75, KING COUNTY ROAD MITIGATION PAYMENT SYSTEM (MPS). THE MPS FEES PLUS THE MPS ADMINISTRATIVE FEE SHALL BE PAID AT THE TIME OF BUILDING PERMIT APPLICATION AT THE RATE IN EFFECT AT THAT TIME. DAMAGES, INCLUDING THE COST OF DEFENSE, RESULTING IN WHOLE OR IN PART TRACT A MAINTENANCE NOTE: FROM THE NEGLIGENCE OF KING COUNTY, ITS SUCCESSORS, OR ASSIGNS. THIS SUBDIVISION, DEDICATION, WAIVER OF CLAIMS AND AGREEMENT TO TRACT A IS A JOINT USE DRIVEWAY TRACT FOR INGRESS, EGRESS, _ PRI WNEVATE HOLD HARMLESS IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH DRAINAGE AND UTILITIES FOR THEBENEFITOF THE ORSOF LOTS=1, THE DESIRES OF SAID OWNERS. '2 -AND ,,-3 °OWNERSHIP_ -OF LOTS 1, 2 AND 3 ;SHALL INCLUDE AN EQUAL -ANC UNDIVIDED --OWNERSHIP INTEREST IN TRACT "A" AND AN EQUAL AND UNDIVIDI"D IN WITNESS WHEREOF WE SET OUR HANDS AND SEALS. I RESPONSIBILITY FOR THE MAINTENANCE OF SAID JOINT USE DRIVEWAY TRACT. KULWANT SINGH GREWAL M.E.R.5. STATE OF WASHINGTON, COUNTY OF __ BALJIT KAUR 4WEYML- G -BANK OF AMERICA SS. I CERTIFY OR HAVE SATISFACTORY EVIDENCE THAT SIGNED THIS DEDICATION AND ACKNOWLEDGED IT TO BE (HIS/HER) FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. STATE OF WASHINGTON, COUNTY OF _. DATED __— SIGNATURE OF NOTARY PUBLIC _. PRINTED NAME OF NOTARY PUBLIC - MY APPOINTMENT EXPIRES SS. CERTIFY OR HAVE SATISFACTORY EVIDENCE THAT SIGNED THIS DEDICATION AND ACKNOWLEDGED IT TO BE (HIS/HER) FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED SIGNATURE OF NOTARY PUBLIC PRINTED NAME OF NOTARY PUBLIC MY APPOINTMENT EXPIRES RECORDER'S CERTIFICATE .................... FILED FOR RECORD THIS ........... DAY OF .......... 20....... AT ...... M IN BOOK .......... OF ............ AT PAGE......... AT THE REQUEST OF ..... OWEN. B.. ..........HILLE ... SURVEYOR'S NAME ......................................................................... MGR. SUPT. OF RECORDS RECORDING NO. SCALE: 1 inch = 100' VOL./PAGE GRAPHIC SCALE 1"=100' 0 100 200 300 PORTION OF: S.E. 1/4, N.E. 1/4, SEC. 32, T. 23 NORTH, R. 5 EAST, W.M. PHUNG SHORT PLAT LOCATED IN THE S. E. 114.. OF THE N. E. 1 /4, OF SECTION 32, TOWNSHIP 23 NORTH, EXCEPTIONS OF RECORD: (PER PACIFIC NORTHWEST TITLE COMPANY UNDER ORDER NO. 679024) 1. A RIGHT OF WAY AND/OR EASEMENT, WITH NECESSARY APPURTENANCES OVER, THROUGH, ACROSS AND UNDER SAID PREMISES, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: RANGE 5 EAST, W.M'., KING COUNTY, WASHINGTON FOR: A PERMANENT EASEMENT OVER: SEWER MAINS. SOUTH 10 FEET OF THE WEST 15 FE- GRANTEE. CASCADE SEWER DISTRICT, A MUNICIP ALI-AL � � I �I CORPORATION co RECORDED: DECEMBER 20. 1971 r o Ld RECORDING NUMBER: 7112200204 EASEMENT AND TRACT MAINTENANCE: TOGETHER WITH A o ALL PRIVATE EASEMENTS AND/OR TRACTS TO BE MAINTAINED, REPAIRED, AND/OR TEMPORARY EASEMENT OVER: SOUTH 15 FEET OF THE WEST 20 FEETg REBUILT BY THE OWNERS OF THE PARCELS HAVING LEGAL ACCESS THEREFROM AND 2 EASEMENT AND THE TERMS AND CONDITIONS REFERENCED THEREIN, INCLENG, THEIR HEIRS, ASSIGNS OR SUCCESSORS, UNLESS AND UNTIL SUCH ROADS ARE BUT NOT LIMITED TO, THE FOLLOWING: IMPROVED TO KING COUNTY STANDARDS AND ARE DEDICATED AND .ACCEPTED BY ❑ KING COUNTY FOR MAINTENANCE. RESERVED BY: CECIL A. TRIPLETT AND HELEN J. WARNING: KING COUNTY HAS NO RESPONSIBILITY TO BUILD, IMPROVE, PURPOSE: TRIPLETT, HIS WIFE MAINTAIN OR OTHERWISE SERVICE THE PRIVATE ROADS CONTAINED WITHIN OR AREA AFFECTED: NOT DISCLOSED PROVIDING SERVICE TO THE PROPERTY DESCRIBED IN THIS SHORT SUBDIVISION. EAST 110 FEET OF SAID LOT RECORDED: FEBRUARY 15, 1978 RECORDING NUMBER: 7802151276 CORPORATION: 3. A RIGHT OF WAY AND/OR EASEMENT, WITH NECESSARY APPURTENANCES OVER, STATE OF WASHINGTON THROUGH, ACROSS AND UNDER SAID PREMISES, INCLUDING, BUT NOT LIMITED COUNTY OF KING TO, THE FOLLOWING: ON THIS DAY PERSONALLY APPEARED BEFORE ME TO ME KNOWN TO BE THE OF FOR: WATER MAINS A PERMANENT EASEMENT OVER: WEST 5 FEET THE CORPORATION DESCRIBED IN THE FOREGOING INSTRUMENT, GRANTEE. KING COUNTY WATER DISTRICT NO. 58,A AND ACKNOWLEDGED THE SAID INSTRUMENT TO BE THE FREE MUNICIPAL CORPORATION ADDRESS NOTE: AND VOLUNTARY ACT AND DEED OF SAID CORPORATION FOR RECORDED: RECORDING NUMBER: MARCH 14, 1980 THE HOUSE ADDRESS SYSTEM FOR THIS SHORT PLAT SHALL BE AS FOLLOWS: THE USES AND PURPOSES THEREIN MENTIONED, AND ON OATH STATED THAT HE / SHE WAS AUTHORIZED TO EXECUTE THE SAID 8003140137 ADDRESSES SHALL BE ASSIGNED FOR THE NORTH -SOUTH ROADS WITHIN TH. " GE_ /A_._ AND WI E - _ -OR THE RAN _F _NIA TO h A WITHIN THE PANG OE _ _ TO ----- INSTRUMENT ON BEHALF OF THE CORPORATION. _ _ _ _ TOGETHER WITH A _-_-TF.MPORARY_FASrMF'NT - EAST -WEST ROADS INDIVIDUAL ADDRESSES WILL BE ASSIGNED TO THE PR!!v6 ,7'AL ENTRANCE OF EACH RESIDENCE OR BUILDING IN ACCORDANCE WITH --KING C%,,NTY GIVEN UNDER MY HAND AND OFFICIAL SEAL THIS _ DAY OF 4. EASEMENT; AND THE TERMS AND CONDITIONS REFERENCED THEREIN, INCLUDING, ' CODE 16.08. -- 20— BUT NOT LIMITED TO, THE FOLLOWING: IMPERVIOUS SURFACE: IMPERVIOUS SURFACE FOR THE DRIVEWAY AND HOUSE ON EACH LOT IS LIMI', ED TO 2500 SQUARE FEET PER THE APPROVED SMALL SITE DRAINAGE PLAN. IF ADIITIONA IMPERVIOUS IS PROPOSED THEN THE SITE SHALL BE SUBJECT TO ADDITIONAL_ DRAINAGE REVIEW. BMP/COVENANT NOTE: SINGLE FAMILY RESIDENCE AND OTHER IMPROVEMENTS CONSTRUCTED ON THE LOTS CREATED BY THIS SUBDIVISION MUST IMPLEMENT THE FLOW CONTROL BEST MANAGEMENT PRACTICES (BMPS) STIPULATED IN THE DRAINAGE PLAN DECLARATION OF COVENANT AND GRANT OF EASEMENT RECORDED FOR EACH LOT. COMPLIANCE WITH THIS STIPULATION MUST BE ADDRESSED IN THE SMALL PFOJECT DRAINAGE PLAN SUBMITTED FOR DRAINAGE REVIEW WHEN APPLICATION IS MADE FOR A SINGLE FAMILY RESIDENTIAL BUILDING PERMIT FOR THE LOT. SE. 176TH ST. W � Q Q cWi� N V-c~o Q SE. 180TH ST. o SITE SE. 182TH ST. N 180TH ST. Q 0 N 184TH ST.^ GRANTEE. ADJOINING PROPERTY OWNERS PURPOSE.- INGRESS AND EGRESS AREA AFFECTED: NORTHERLY 15 FEET OF THE EASTERLY 110 FEET OF SAID PREMISES L RECORDED: APRI L 7, 1997 RECORDING NUMBER: 9704071508 SAID EASEMENT CONTAINS A PROVISION FOR BEARING A SHARE IN THE COST OF NOTARY PUBLIC IN AND FOR THE STATE MAINTENANCE, REPAIR OR RECONSTRUCTION OF SAID COMMON ROAD BY THE OF WASHINGTON. MY COMMISSION COMMON USERS. EXPIRES 5. EASEMENT AND THE TERMS AND CONDITIONS REFERENCED THEREIN, INCLUDING, CORPORATION: BUT NOT LIMITED TO, THE FOLLOWING: STATE OF WASHINGTON GRANTEE: PUGET SOUND ENERGY, INC., A COUNTY OF KING WASHINGTON CORPORATION ON THIS DAY PERSONALLY APPEARED BEFORE ME PURPOSE. TRANSIMISSION, DISTRIBUTION AND TO ME KNOWN TO BE THE " OF SALE OF GAS AND ELECTRICITY AREA AFFECTED AS CONSTRUCTED OR TO BE THE CORPORATION DESCRIBED IN THE FOREGOING INSTRUMENT, CONSTRUCTED AND ACKNOWLEDGED THE SAID INSTRUMENT TO BE THE FREE AND VOLUNTARY ACT AND DEED OF -SAID CORPORATION FOR RECORDED: OCTOBER 9, 2006 THE USES AND PURPOSES THEREIN MENTIONED, AND ON OATH RECORDING NUMBER: 20061009000537 STATED THAT HE / SHE WAS AUTHORIZED.; TO EXECUTE THE SAID THE DESCRIPTION CONTAINED THEREIN IS NOT SUFFICIENT TO DETERMINE INSTRUMENT ON BEHALF OF THE CORPORATION. ITS EXACT LOCATION WITHIN THE PROPERTY HEREIN DESCRIBED. GIVEN UNDER MY HAND AND OFFICIAL SEAL THIS DAY OF 6. COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS CONTAINED 20— IN SHORT PLAT RECORDED: JANUARY 27, 1978 RECORDING NUMBER: 7801270882 7. A RESOLUTION OF CASCADE SEWER DISTRICT, ADOPTING A SCHEDULE OF LATE COMERS CHARGE FOR SPECIFIED AREAS OF PROPERTY ADJACENT TO WATER MAINS WHICH WILL NECESSITATE RECONSTRUCTION AND THE TERMS AND CONDITIONS THEREOF. Ld 0. RECORDED: JANUARY 30, 1968 Q CL NOTARY PUBLIC IN AND FOR THE STATE RECORDING NO: 6298164 OF WASHINGTON. MY COMMISSION EXPIRES p SURVEYOR'S CERTIFICATE i , T Cram.er Northwest Inc. THIS SHORT PLAT MAP CORRECTLY REPRESENTS A SURVEY �' MADE BY ME OR UNDER MY DIRECT SUPERVISION IN Surveyors Planners & Engineers CONFORMANCE WITH THE REQUIREMENTS OF THE APPROPRIATE STATE AND LOCAL STATUTES 945` N. CENTRAL, STE. #104, KENT, WA 98032 IN __________ Oct_ 2008 _ _ (253)852-4880 (local) 1—(800)251-0189 (toll free) (253)852-4955 (fax) P.L.S. CERTIFICATE NO. 40016 _ _____ E—MAIL: cni®cramernw.com PROJECT NAME: KULWANT GREWAL 116TH AVE SHORT PLAT r,/O ALE KONDELIS /%CREATED: Tue Apr 09 08:46:30 2002 //PREV. PLOT, Tue 07 13:48:11 200iy/PLOTTED: Fri., INSTRUMENT USED: GEODIMETER 600 AND/OR TRIMBLE 5603DR200+ METHOD: TRAVERSE EXCEEDING REQUIREMENTS OF W.A.C. 332-130-090. INDEXING DATA: S.E. 114, N.E. 114, SEC. 32, T. 23 NORTH, R. 5 EAST, W.M. DRAWN BY: DATE: JOB NO.: J.E.R. Fri., Oct. 10, 2008 2002-047S CHECKED BY: SCALE: SHEET: 0. B. H./J.A. 0. N/A 1 OF 2 Oct. 10, 2008, 14:53:19 C: TMCUSTOM Projects Jobs 2002-047.pro y f SHORT PLAT NO. KING COUNTY, WASHINGTON DEDICATION I KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNERS OF INTEREST IN THE LAND HEREBY SHORT SUBDIVIDED, HEREBY DECLARE THIS SHORT PLAT TO BE THE GRAPHIC REPRESENTATION OF THE SHORT SUBDIVISION MADE HEREBY, AND DO HEREBY DEDICATE TO THE USE OF THE PUBLIC FOREVER ALL STREETS AND AVENUES NOT SHOWN AS PRIVATE HEREON AND DEDICATE THE USE THEREOF FOR ALL PUBLIC PURPOSES NOT INCONSISTENT WITH THE USE THEREOF FOR PUBLIC HIGHWAY PURPOSES, AND ALSO THE RIGHT TO MAKE ALL, NECESSARY SLOPES FOR CUTS AND FILLS UPON THE LOTS SHOWN' THEREON IN THE ORIGINAL REASONABLE GRADING OF SAID STREETS AND AVENUES, AND FURTHER DEDICATE TO THE USE OF THE PUBLIC ALL THE EASEMENTS AND. TRACTS SHOWN ON THIS SHORT PLAT FOR ALL PUBLIC PURPOSES AS INDICATED `THEREON, IN- CLUDING BUT NOT LIMITED TO PARKS, OPEN SPACES, UTILITIES AND DRAINAGE UNLESS SUCH EASEMENTS OR TRACTS ARE SPECIFICALLY IDENTIFIED ON THIS SHORT PLAT AS BEING DEDICATED OR CONVEYED TO A PERSON OR ENTITY OTHER THAN THE PUBLIC, IN WHICH CASE WE DO HEREBY DEDICATE SUCq. STREETS, EASEMENTS, OR TRACTS TO THE PERSON OR ENTITY IDENTIFIED ANP FOR THE PURPOSE STATED. FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SHORT SUBDIVIDED WAIVE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS AND ANY PERSON OR ENTITY DERIVING TITLE FROM THE UNDERSIGNED, ANY AND ALL CLAIMS FOR DAMAGES AGAINST KING COUNTY, ITS SUCCESSORS AND ASSIGNS WHICH MAY BE OCCASIONED BY THE ESTABLISHMENT, CONSTRUCTION, OR MAIN- TENANCE OF ROADS AND/OR DRAINAGE SYSTEMS WITHIN THIS SHORT SUBDIVISION OTHER THAN CLAIMS RESULTING FROM INADEQUATE MAINTENANCE BY KING COUNTY. FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SHORT SUBDIVIDED AGREE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS TO INDEMNIFY AND HOLD KING COUNTY, ITS SUCCESSORS AND ASSIGNS, HARMLESS FROM ANY DAMAGE, INCLUDING ANY COSTS OF DEFENSE, CLAIMED BY PERS014S WITHIN OR WITHOUT THIS SHORT SUBDIVISION TO HAVE BEEN CAUSED BY ALTERATIONS OF THE GROUND SURFACE, VEGETATION, DRAINAGE, OR SURFACE OR ;;UB-SURFACE WATER FLOWS WITHIN THIS SHORT SUBDIVISION OR BY ESTABLISHMENT, CON- STRUCTION OR MAINTENANCE OF THE ROADS WITHIN THIS SHORT SUBDIVISION. PROVIDED THIS WAIVER AND INDEMNIFICATION SHALL NOT BE CONSTRUED AS RELEASING KING COUNTY, ITS SUCCESSORS OR ASSIGNS, FROM LIABILITY FOR DAMAGES, INCLUDING THE COST OF DEFENSE, RESULTING IN WHOLE OR IN PART FROM THE NEGLIGENCE OF KING COUNTY, ITS SUCCESSORS, OR ASSIGNS. THIS SUBDIVISION, DEDICATION, WAIVER OF CLAIMS AND AGREEMENT TO HOLD HARMLESS IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF SAID OWNERS. APPROVALS: DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES EXAMINED AND APPROVED THIS ___- DAY OF ------------- 20--_- --------------------------------------------- MANAGER, LAND USE SERVICES DIVISION EXAMINED AND APPROVED THIS ___- DAY OF ------------- 20_--- - DEVELOPMENT ENGINEER DEPARTMENT OF ASSESSMENTS EXAMINED AND APPROVED THIS _--- DAY OF ASSESSOR --------------------------------------- CEPUTY ASSESSOR ACCOUNT NUMBER ------------- ____-____ 20---- RECORDING NO. VOL./PAGE SCALE: GRAPHIC SCALE 1"=100' 1 inch = 100' - _ 0 100 200 300 PORTION OF: S.E. 1 /4, N.E. 114, SEC. 32, T. 23 NORTH, R. 5 EAST, W.M. si ~ .-TNC CO U.T Y S T _L FOR CHO Y VONC L 0 CA_ TED IN THE S. E. 114, OF THE N. E. 114, OF SECTION 32, T O WNSHII' 23 NORTH, RANGE 5 E.,4 S T, K M. , KING COUNTY, WA SHING T ON I I _I I I I I I 1=� I I I INWITNESSWITNESS WHEREOF WE SET OUR HANDS AND SEALS. OFF —SITE BUILDINGS, 100' RADIUS DETAIL MAP: NAME NAME NOTES: OFF -SITE BUILDING LOCATION SCgLED -FROM KING C')UNTY AERIAL IA!?E NAME PHOTO PROVIDED 3Y COUNTY D:d ING PRE-APP ME -TINE A02`P.WO17. NAME NAME ALL SURROUNDING PROPERTY ZONED R-8-30 STATE OF WASHINGTON, SS. COUNTY OF _______________ I CERTIFY OR HAVE SATISFACTORY EVIDENCE THAT , ----------------------------------------------- SIGNED THIS DEDICATION AND ACKNOWLEDGED IT TO BE (HIS/HER) FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED ----------------=------- SIGNATURE OF NOTARY PUBLIC ___--___.-.._--_-__ PRINTED NAME OF NOTARY PUBLIC __---_- ----- -_--_- MY APPOINTMENT EXPIRES STATE OF WASHINGTON, �Ss- ICOUNTY OF --------------- CERTIFY OR HAVE SATISFACTORY EVIDENCE THAT -IGNED THIS DEDICATION AND ACKNOWLEDGED IT TO BE (HIS/HER)_ FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED ----------------------- SIGNATURE OF NOTARY PUBLIC _-_-___-_T- PRINTED NAME OF NOTARY PUBLIC MY APPOINTMENT EXPIRES SCALE: 1" = 100' GV � Ew t is so= J 0 Q J 0 SURVEYOR'S S CERTIFICATE � �� � .�:����u�}�.,.>,,�a, � _ s RECORDER'S CERTIFICATE �� ° , + INSTRUMENT USED: GEODIMETER 600 AND/OR NIKON DTM-A10LG m � ,L� 1 THIS SHORT PLAT MAP CORRECTLY REPRESENTS A SURVEY of w� jo�� METHOD: TRAVERSE EXCEEDING REQUIREMENTS OF W.A.C. 332-130-090. FILED FOR RECORD THIS ........... DAY 0F.......... 20..... %.AT ...... M MADE BY ME OR UNDER MY DIRECT SUPERVISION IN Surveyors Planners & Engineers �w �- %,, '. CONFORMANCE WITH THE REQUIREMENTS OF THE = ---X �' ,am o "U� INDEXING DATA: S.E. 114, N.E. 114, SEC. 32, T. 23 NORTH, R. 5 EAST, W.M. IN BOOK .......... OF ............ AT PAGE ......... AT THE F'EGIUEST OF t' 945 N. CENTRAL STE. '104 KENT WA 98032 � 21 1 APPROPRIATE STATE AND LOCAL STATUTES � #F � � 21 JEFFREY ALLEN OTTERSON PLS IN _—_---____ May_ 2003 (2_53)852-4880 (local) �, "I jDRAWN BY: DATE: JOB NO.: a . dle, rh`% SURVEYOR'S NAME i 1—(800)251-0189 (toll free) 37540 9 J.A.C. Mon., May. 12, 2003 2002-047S -------------------------------------- ass �-Gwry, � �' . ....... (253)852-4955 (fax) 2O0 u 10 CHECKED BY: SCALE: SHEET: MGR. SUPT. OF RECORDS P.L.S. CERTIFICATE NO. ...... _375 0 ------- E—MAIL: cni@cramernw.com EXPIRES 08/04/2003 0.B.H./J.A.0. 1 inch = 40 FT. 1 OF 2 zrsssssxxsxssss�-ss PROJECT NAME: CHDY VONG 116TH AVE. SHORT PLAT CIO TERRY WILSON IlCr{EA FED: -rue Apr 09 08:46:30 2002j1PREV, PLOT: Mon Moy 12 10:42:38 20,01PLOITED: P�'ar1., May, 12, 200:5, 10:59. i 9 C:ATModel\Projects'\2002\2002-047.pro u� u RECORDING NO. VOL./PAGE SHORT PLAT N0. KING CO UXTY S.YOR T RL.A. T KING COUNTY, WASHINGTON FOR CHOY VONG LOCATED IN THE S.E. 1/4, OF THE N.E. 114, SCALE: GRAPHIC SCALE 1" =40' OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., 1 inch = 40 FT. KING COUNTY, WASHINGTON---,-�. 40 0 40 PORTION OF: S.E. 1 /4, N.E. 1 /4, SEC. 32, T. 23 NORTH, R. 5 EAST, W.M. S.E. 9 B 0 TH S TREET 1 389'23'42"E 568.79' (CALC'D.) 568.792' (PLAT) (BASIS OF BEARINGS) Rad,239-5656,98.58' Arc I 56' 6 39 • 5 .- --'° M �I _ Rad-2„ FOUND CONC. MON, INCASE - -- - - - - - - - ---- -- ----- ---- ----- ----- - - - - -- --------- a1 --- 0 22-Ar - W/NAIL -`` ___ ------- ----- - - - - -- - \' / / LOT' AREAS: __ EASEMENT FOR INGRESS, EGRESS AND ROAD MAINTENANCE 1 FOUND MON. CASE PARENT PARCEL: 45,465t SO. FT. (1.04t ACRE) OVER THE NORTH 15' OF THE EAST 110' OF PARENT PARCEL W/ BROKEN CONC. MON. PER REC. NO. 9704071508 5 (SHOT CENTER OF CASE) LOT 1: 7,284E SQ. FT. (0.17f ACRE) I o LOT 2: 6,364t SQ. FT. (0.15t ACRE) L� �) vo 1, 1 LEGEND: I W EASEMENT FOR UNDISCLOSED PURPOSEFOUND 4 o LOT 3: 15,089t SQ. FT. (0.35f ACRE) ONED. R-S-SO OVER EAST 110' OF PARENT PARCEL t MONUMENT AS NOTED z ^ z PER REC. NO. 7802151276 ®❑ FOUND EMPTY MON. CASE I �. o z o W LOT 4: 12,382E SQ. FT. (0.28f ACRE) I� I III SET 1/2" REBAR W/ CAP Iv 3 JOINT USE DRIVEWAY TRACT: UI "LS 18898/37540" o 13 4,347E SQ. FT. (0.10t ACRE) r ® FOUND 5/8" REBAR W/0 CAP W o W a 1 I W 0. o I 1 l0 1 1 o o S89'35'54"E 634.57' I 115.00' 100.00' 184.37' 235.20' I -,� 30.00, N 1 'n W Sr4rlv��v ki�W I n I �`''' LOT3 ; �r �,,�L� LOTS I z o � I LOT LOT 2 �-r Iv rj N89°39'ST"W N In �I "�I i ) I 0 1 10.00' I l 00 0? :- n I �V �i N ^ n I �`✓ I W � � I UI ZONED* R 8' SO r a� N89'39'57"W oo `° eon CQ I K0SP1II0°4,��02,0 I I � I III J c�'LOT I FOUND CONC. MON. IN CASE J�i 25.54' 60.58 � 100.00' o III Q0 II W/ 2" BRASS DISK W/ PUNCH Pad=43.50' S89.39'57"E 160.58'o I ; .638'47'06" JOINT USE DRIVEWAY o o CD II -- - - 1I -- 664.65' (PLAT) ----------------------€ Arc=29.45' 215.01' cv 177. I 132.39' ----------------------------- --- 110.025'S89'39'S7"E 30' � N80'39'57W 524.65' -N8'39'SW - - - - - - - i FOU^JD � 8' eEBAR n�0 SAP 0.2t 'WEaT & 0.1 t NORTH OF CALC'D. PROPERTY CORNER I LEGAL DESCRIPTION: (PER PACIFIC NORTHWEST TITLE COMPANY REPORT ORDER NO. 506597. SUPPLEMENTAL REPORT J2.) LOT 2, KING COUNTY SHORT PLAT NO. 477028, RECORDED UNDER KING COUNTY RECORDING NUMBER 7801270882, BEING A PORTION OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON. I I LO n N o) I � to I I I I I I S.E. 182ND ST, — S89'56'02"E 664.93' J ----- ` CALC'O. POINTS PER PLAT OF VIEW GARDENS NO. 2 (VOL. 67, PG. 38) EASEMENT FOR WATER LINE - �� PER REC. NO. 7802151276 ZONED: R 8-SO -'Cramer Northwest Inc. Surveyors Planners & Engineers 945 N. CENTRAL, STE. #104, KENT, WA 98032 (253)852-4880 (local) 1—(800)251 —0189 (toll free) (253)852-4955 (fax) E—MAIL: cni@cramernw.com GRAPHICSCALE 1 BASIS OF BEARINGS: BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF 180TH PLACE S.E., BEING SOUTH 89'23'42" EAST, AS SHOWN ON THE PLAT OF BANKERS 1ST ADDITION, RECORDED IN VOLUME 67, PAGE 95, RECORDS OF KING COUNTY, WASHINGTON. MONUMENTS LAST VISITED 4-5-02. S C-1 JUN 1 6 2003 KING COUNTY w LAND USE SERVICES < Q n J 0 N EN 0 OY WA wC p 37540 SI'� INSTRUMENT USED: GEODIMETER 600 AND/OR NIKON DTM-A10LG METHOD: TRAVERSE EXCEEDING REQUIREMENTS OF W.A.C. 332-130-090. INDEXING DATA: S.E. 1/4,. N.E. 1/4, SEC. 32, T. 23 NORTH, R. 5 EAST, W.M. DRAWN BY: J.A. C. Sj0NA� CHECKED BY: ,EXPIRES 08/04/2003 J1. 0. B. H./J.A. 0. May 06 10:10:07 2001PL07IED: Mon., May. 12, 2003, 10:21:19 DATE: JOB NO.: Mon., May. 12, 2003 2002-047S SCALE: SHEET: 1 inch = 40 FT. 2 OF 2 PROJECT NAME: CHOY VONG 6TH AVE. SHORT PLAT CIO TERRY WILSON //CREATED: Tue Apr 09 08:46:30 2002 //PREV. PLOT: (ue C:\ TModel\ Projects', 2002\ 2002-047.pro RECORDING NO. VOL./PAGE SHORT PLAT NO. _T2VG CO UzVTY SIYOR T LA T KING COUNTY, WASHINGTON FOR CLOY TONG L 0 CA TED IN THE S. E. 114, OF THE N. E. 114, OF SECTION 32, -TOWNSHIP 23 NORTH, RANGE 5 EAST, KING COUNTY, WASHINCTON TOPOGRAPHY SCALE: y� }GRAPHIC SCALE 1" =40' W.M., 1 inch = 40 FT, 40 0 40 PORTION OF: S.E. 1 /4, N.E. 1 /4, SEC. 32, T. 23 NORTH, R. 5 EAST, W.M. I� S. E. 1 8 0 TH S TREE T I i ' — - S89'23'42"E 568.79' (CALC'D.) 568.792' (PLAT) •34'Q2 3g 56 23 8 - i - - (BASIS OF BEARINGS) —� - Rad.2 Arc.g8.5 US-4 I Ra d-39^gi''`�/ FOUNDCONC. MON.INCASE------------------------ al --' Q 13'34'Q2A6 - -- -- W NAIL �` --------- - - - - -- ------------------------------------- ----------- ---------- FOUND MON. CASE v EASEMENT FOR INGRESS, EGRESS AND ROAD MAINTENANCE OVER THE NORTH 15' OF THE EAST 110' OF PARENT PARCEL------__ o f W/ BROKEN CONC. MON. (SHOT CENTER OF CASE) r o; I v z PER REC. NO. 9704071508 ®1[� a� I 30' N z I� ^ W�q0gool1on v jLDJ['� g�) �w II I I of LEGEND: I W W Q WW z 4� (,VOL. BY q SO EASEMENT FOR UNDISCLOSED PURPOSE-- z I J I O FOUND MONUMENT AS NOTED 3 ai `,� z z ZONED R-8` OVERPERSREC� N0.F780215r2�6RCEL —�� `1 Q FOUND EMPTY MON. CASE I o ,_ W a 486 p I 0 2 rn o, 6 HIGH W000 FENCE MEANDERS \ v a 488--•-�----_ �� 1 �. 2.2'f TO 0,2'# NORTH OF LINE u SET 1/2" REBAR W/ CAP ? w I w �, Q 3 ) EDGE OF- I r `{ / ) 3.5' CHAINLINK FENCE MEANDERS N w ® "LS 18898/37540" o U J I W 3 (/ 49 ASPHALT \ w FOUND 5 8" REBAR W 0 CAP `' w I a o' ' 3 f NORTH-0,1 SOUTH OF LINE ® / / Wwo �� `w / Io I JeC UTILITY POLE w a N O I S89'35'S4"E 634.57' X \, r r i o � 3�N Y� r� r� r� Z IR I: w �- GUY ANCHOR ? 3 - - - _ ---------! N t - - IT 30.00, I u� +I 1198 T-2 I GRAVEL DiTiv : ' - ® WATER VALVE ^ N I I �X T-3 ire I I W 2 W s HOUSE c,N89'39'S7 W I �� FIRE HYDRANT o N• -� v O 110.00,496 I I CU ® CATCH BASIN I I o•) � - - ,, o I U WX m /.. 4' CHAINLINK FENCE I 1 r SANITARY SEWER MANHOLE ZONED I T- �° /„ `O IS 0.1't-0.3t "j I ` i I t� �y U " .I 3 SOUTH OF LINE g N eo S to \\\R -8�S0 z I I �`�m`°I (�'� N0.49pyo.'�HEDS TO BE o x o FOUND CONC. MON. IN CASE I REM03 OVED 4' CHAINLINK FENCE -' coo V. W/ 2" BRASS DISK W/ PUNCH \\ I I , SHED T -5 I I I WEST OF LINE LOT I K08P No. 417,70R B --------------- -- S$9'39'57"E 664.65' (PLAT) \ I� I 500 ..�. �96� ^ _ H '> -J! N �� N8939'S7 W 1 10.00' a> /� ------ -------- - - - - -- \ ------------ ,, 30' I US-1 US-5 N39'S7 '�' S24.6.5' �4 FOUND 511 EBAR NO CAP N e 5.5' CHAINLINK FENCE So MEANDERS ALONG LINE o 0,2't WEST & 0.1 'f NORTH ; .. � 5-00 OF CALC'D. PROPERTY CORNER US-2 ' ; SITE BENCHMARK: SET 600 NAIL IN WEST SIDE OF UTILITY POLE EL. =499, 70 U.S. FEET I •: �; LEGAL DESCRIPTION: _J (PER PACIFIC NORTHWEST TITLE COMPANY REPORT ORDER NO. 506597. SUPPLEMENTAL REPORT #2.) W �1 LOT 2, KING COUNTY SHORT PLAT NO. 477028, RECORDED UNDER KING COUNTY RECORDING NUMBER-, 7801270882, BEING A PORTION a OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF I SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING _J .I. COUNTY, WASHINGTON. Cd 13w I� r, o CQ VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM OF 1988 PER KING COUNTY DEPARTMENT OF PUBLIC WORKS I BENCHMARK. KING COUNTY SURVEY CONTROL POINT NO. 5809 Z DESCRIBED AS A 4" X 4" CONCRETE MONUMENT L" ✓ WITH LEAD & TACK IN CASE SET 0.65' BELOW GRADE, l LOCATED AT THE INTERSECTION OF S.E. 192ND STREET I a I AND 116TH AVENUE N.E. ELEVATION=514.97 U.S, FEET CL SITE BENCHMARK: Q SET 60D NAIL IN WEST SIDE OF UTILITY POLE AT S.W. CORNER OF PARENT PARCEL. EL,=499.70 U.S. FEET I I S.E. 182ND ST. S89.56'02"E 664.93' — J pus-s CONTOUR INTERVAL; a j 2.00 U.S, FEET CALC'D, POINTS PER PLAT OF VIEW GARDENS NO. 2 (VOL. 67, PG. 38) 051A7 ZONED. R_g.-SO UTILITY STRUCTURE TABLE: US-1: CATCH BASIN RIM EL.=496.40 SOUTH INV. EL.=493.90 (12" CMP) WEST INV. EL.=493.82 (12" CMP) US-2: CATCH BASIN RIM EL.=496.23 NORTH INV. EL. =494, 58 (12" CMP) US-3: SSMH RIM EL.=467.25 SOUTH INV. EL.=480,70 (8" DIP) NORTH NV, EL.=480.63 (8" CONC.) US-4: SSMH RIM EL,=485.04 SOUTH INV. EL.=479.14 (8" CONC.) NORTH INV. EL.=479.07 (8" CONC.) US-5: SSMH RIM EL,=497.28 SOUTH INV, EL.=485.43 (12" PVC) EASTY INV, EL. = 485.48 (12" PVC) US-6: SSMH RIM EL,=496.17 NORTH INV, EL.=483.47 (12" PVC) WEST INV. EL.=483.15 (12" CONC.) SOUTH INV. EL.=483.50 12" CONC.) Cramer Northwest Inc. Surveyors Planners & Engineers 945 N. CENTRAL, 5TE. #104, KENT, WA 98032 (253)852-4880 (local) 1 —(800)251 —0189 (folI free) (253)852-4955 (fax) E—MAIL: cniOcramernw.com r PLAT C/0 TERRY WILSON //CREATED: Tue Apr 09 08:46: Mon p,LLEN O �F WA8 T� 9z -� O EASEMENT FOR WATER LINE PER REC. NO. 7802151276 e R • BASIS OF BEARINGS: BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF 180TH PLACE S.E., BEING SOUTH 89'23'42" EAST, AS SHOWN ON THE PLAT OF BANKERS 1ST ADDITION, RECORDED IN VOLUME 67, PAGE 95, RECORDS OF KING COUNTY, WASHINGTON, MONUMENTS LAST VISITED 4-5-02. TREE LEGEND & TABLE: " Vv CONIFEROUS TREE DECIDUOUS TREE p RECEIVED T-1: 25" FIR T-2: 8" CEDARS (2) JUN Z 6 2003 T-3: 28" WALNUT . KING LAND USE ERV COUNTY T-4: 24" WALNUT T-5: 17" WALNUT w n J INSTRUMENT USED: GEODIMETER 600 AND/OR NIKON DTM-AIOLG METHOD: TRAVERSE EXCEEDING REQUIREMENTS OF W.A.C. 332-130-090. INDEXING DATA: S.E. 114, N.E. 1/4, SEC, 32, T. 23 NORTH, R. 5 EAST, W.M. 0375 0 ° `�NAGrs L LANDEXPIRES 08/04/200 DRAWN BY: J,A.C. DATE: Mon., May. 12, 2003 JOB NO.: 2002-047S CHECKED BY: U.B.H./J., SCALE: 1 inch = 40 FT. SHEET: 1 OF 1 12 10:21:20 20fdIPLOPED: Mon., May. 12, 2003, 10:42:37 C:\TModel\Projects\2002\200, 7, pro