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HomeMy WebLinkAboutP_Topography_Map_170922_v1O _j N O LEGEND: SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF Q) z > J Q N 40TH SYMBOLS MB�RY SECTION 32, TOWNSHIP 24 NORTH, RANGE 5 EAST, W.M. � ST SSEWER MANHOLE CITY OF RENTON, KING COUNTY, WASHINGTON. SIGN CATV/TELEPHONE JUNCTION BOX O y'P ❑ CATCH BASIN (TYPE I) LEGAL DESCRIPTION: CHICAGO TITLE COMPANY A.L.T.A. COMMITMENT NO. 0080288-04 CONIFER TREE EFFECTIVE DATE: OCTOBER 3, 2016 AT 12:OOAM N. 32ND ST. DECIDUOUS TREE TRACT 38 OF HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN ADDITION TO SEATTLE NO. 1, ACCORDING Q DHA SURVEY CONTROL TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 63, RECORDS OF KING COUNTY, I LO > LIGHT POLE WASHINGTON. N a ® WATER METER EXCEPT THE EAST 100 FEET THEREOF, I - - Y Q WATER VALVE SITUATED IN THE COUNTY OF KING, STATE OF WASHINGTON. DHA IN CAS 7 MON N CASE a FIRE HYDRANT 25' I COR-1176 N 192776.53' //yy • SET REBAR AND CAP LS#36798 I I E 1302298.61' O FOUND 1 " IRON PIPE CHICAGO TITLE COMPANY A.L.T.A. COMMITMENT N0. 0080288-04 w ^ a c EL 192.73' N 30TH ST �F 2� EFFECTIVE DATE: OCTOBER 3, 2016 AT 12:OOAM �O MONUMENT IN CASE SPECIAL EXCEPTIONS: ,N � co Ln 1­5 RENTON 2� © POWER VAULT Z N N I w z POWER POLE 1. COVENANTS, CONDITIONS, RESTRICTIONS, RECITALS, RESERVATIONS, EASEMENTS, EASEMENT I I Zz > PROVISIONS, DEDICATIONS, BUILDING SETBACK LINES, NOTES, STATEMENTS, AND OTHER MATTERS, IF m Q NE OT TELEPHONE MANHOLE ANY, BUT OMITTING ANY COVENANTS OR RESTRICTIONS, IF ANY, INCLUDING BUT NOT LIMITED TO SITE THOSE BASED UPON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, FAMILIAL STATUS, MARITAL OW WATER MANHOLE STATUS, DISABILITY, HANDICAP, NATIONAL ORIGIN, ANCESTRY, OR SOURCE OF INCOME, AS SET (. WHEELCHAIR RAMP FORTH IN APPLICABLE STATE OR FEDERAL LAWS, EXCEPT TO THE EXTENT THAT SAID COVENANT OR RESTRICTION IS PERMITTED BY APPLICABLE LAW, AS SET FORTH ON C.D. HILLMAN'S LAKE 1 FENCE CORNER IS PARCEL 334210-3226 2.9'N OF PROP LINE FENCE IS 0.7'N # WC/N/7Y MAP WASHINGTON GARDEN OF EDEN ADDITION TO SEATTLE NO. 1: I I DHA 2596-56 PARCEL 334210-3239 OF PROP LINE # I (NOT TO SCALE) ABBREVIATIONS RECORDING N0: 304519 i MON COR-527 ASE x \ 157.00 (CALC) N89'05'22"W 1 IRON PIPE IS - - 2. THE LAND IS PRESENTLY CLASSIFIED AS EXEMPT AND MAY BE SUBJECT TO THE COLLECTION OF / N 192653.01' 3-10' DHA 2596-77jr-222 REC ---0'6'E OF PROPB C� 226 E 1302294.60' REBAR/ CONTROL CAP . \ \ ILINE END OF FENCE IS BIRCH TREE BACK TAXES FOR A POSSIBLE THREE TO TEN YEAR PERIOD, DEPENDING UPON THE ACTUAL USE OF THE PROPERTY DURING ITS EXEMPT STATUS. INQUIRY SHOULD BE MADE TO THE \ j N 192409.364' L21D /0.6'E 3-DEGCLASSIFICATION OF PROP LINE A ALDER TREE I E 1302594.966'8" \ 'L FTDEC KING COUNTY ASSESSOR'S OFFICE OR THE COMPANY FOR ADDITIONAL INFORMATION. I DECD - - _--- _225 DECIDUOUS TREE ACCOUNT NO.: 334210-3245 EL 220.73' STEEL FENCE POST-6�E _ 4.QDECTAX RA FT FRUIT TREE LEVY CODE: 2100 I 2.0'E OF PROP LINE - 224 GRASS \ i I WOOD FENCE POST -221- ORN ORNAMENTAL TREE 3. THE SEARCH DID NOT DISCLOSE ANY OPEN MORTGAGES OR DEEDS OF TRUST OF RECORD, I 2.0'E OF PROP LINE 10" DECD -12 DEC 223 \ M MAPLE TREE THEREFORE THE COMPANY RESERVES THE RIGHT TO REQUIRE FURTHER EVIDENCE TO CONFIRM THAT 26" DEC - \ THE PROPERTY IS UNENCUMBERED, AND FURTHER RESERVES THE RIGHT TO MAKE ADDITIONAL PARCEL #334210--3215 -1220- : / 2 P PINE TREE REQUIREMENTS OR ADD ADDITIONAL ITEMS OR EXCEPTIONS UPON RECEIPT OF THE REQUESTED 1.T \ F FIR TREE EVIDENCE. I �•(� N JJ 5' BWF IN DISREPAIR - - - X221 / \ 220\ \ \ \ '� I PP/UG POWER POLE W/ UNDERGROUND POWER I �' v lJ 1 2-12" DEC- 2j \ \ \ 9 CLF CHAIN LINK FENCE UTILITIES MAPPING 1 nN ILLS 1 1 N O z \ \ \ / -218� \ \ \ VBF VERTICAL BOARD FENCE ALL EXISTING UTILITIES SHOWN HEREIN ARE TO BE VERIFIED HORIZONTALLY AND VERTICALLY PRIOR TO ANY CONSTRUCTION. ALL EXISTING FEATURES INCLUDING BURIED UTILITIES ARE SHOWN AS INDICATED BY 1 G' 9 • �j GA E o �8" DEC Q GRASS fla7DE PARCEL #334210-3240 BWF BARB WIRE FENCE RECORD LOCATION OR FIELD TIED AS A RESULT OF A UTILITY PAINT-OUT IN OCTOBER 2016. FIELD SURVEY. DUANE HARTMAN & ASSOCIATES, INC. (DHA) ASSUMES NO LIABILITY FOR THE ACCURACY OF �Q1` EA�TL �G �' j �� w � \ \ 2 D C 12" DEC X217_ N-1 \ LINETYPES THE RECORD INFORMATION AND/OR THE UTILITY PAINT-OUT. FOR THE FINAL LOCATION OF THE EXISTING UTILITIES IN AREAS CRITICAL TO CONSTRUCTION, CONTACT THE UTILITY OWNER/AGENCY AND UTILITIES �O I As�I�N 1 _ - -I 8„ / \ \ / - 216 -X-X- FENCE LINE UNDERGROUND CENTER (800/424-5555). 1 / / \ 6"\T LAKE AUDI I r- 215 \N Q/6" I - - - - - EASEMENT LINE TOPOGRAPHIC MAPPING: THE MAP SHOWN HEREON IS THE RESULT OF A TOPOGRAPHIC SURVEY BY DUANE HARTMAN & I � - / \ FT� ----OE- - - - OE- OVERHEAD POWER LINE o 7 ASSOCIATES, INC. (DHA) COMPLETED ON OCTOBER 10, 2016. DHA ASSUMES NO LIABILITY, BEYOND SAID Q; I TRACT 39 FENCE IS 1.5'E 14" DEC - - RIGHT OF WAY CENTER LINE DATE, FOR ANY FUTURE SURFACE FEATURE MODIFICATIONS OR CONSTRUCTION ACTIVITIES THAT MAY I OF PROP LINE - - - - RIGHT OF WAY OCCUR WITHIN OR ADJOINING THE PERIMETER OF THIS SURVEY.I CONTACT DHA (425/483-5355) FOR SITE UPDATES AND VERIFICATIONS. ^ �� I I TRACT 8 I FENCE IS 0.3'W OF PROP LINE - - - - LOT LINES ^ .�: NC) rn O � I DHA 2596-76 REBAR/ CONTROL CAP ` N 192252.456' 12" FT - o UPSTREAM STRUCTURE NOT LOCATED BOUNDARY LINE 04 rn co 0) `� E 1302633.016' \ �� \214, - - - - - LOT LINES TO WHOM IT MAY CONCERN: z U')� I I EL 211.80' THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE I ­,PARCEL �o ---- W---- W- WATER LINE MADE IN ACCORDANCE WITH THE 2011 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/ACSM LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS. THE FIELD WORK WAS I _ _ _ _ _ L14" #3342102F FT AREAS 47,538.4 SQ.FT. OR - - - - G - - - - G - GAS LINE _ _ 1.09- ACRES f COMPLETED ON OCTOBER 10, 2016. w r - - - - -I _ _ - - \ \ \ I / MH (48"DIA) E - _ _ - E - UNDERGROUND POWER LINE DATE: SEPTEMBER 12, 2017 I I a ` \ 2, J a RIM 215.28 - OE- - OE- OVERHEAD POWER LINE ` 3\ \ 1 1 �v IE NE 209.28 IES 209.18 - - - - T - - - - T - UNDERGROUND TELEPHONE LINE S Q �1� I F o �i 2� � \ \ 2 I N allo CHANNELED BOTTOM ----SD - - - - SD- UNDERGROUND STORM LINE -- DOUGLAS A. HARTMAN, PLS �ytiQ'S H Q', CD K' \ \ I tpo o 0 ----SS - - - - SS- UNDERGROUND SEWER LINE REGISTRATION NO. 36798 �w G �✓ u�i 2� S. END OF FENCE IS I I \ ' 0.4'E OF PROP LINE NOTES: I I 18 -DEI-- 0 1. SURVEY REFERENCES: a MH3486 (48"DIA) 36798 q RIM 202.21 �GrST I 12" ORN I' PARCEL 334210-3237 # I 1 -(R1) AMENDED RECORD OF SURVEY RECORDED UNDER REC. No. IE W 194.81/ I 11 DEC- 20060509900013, BY PERTEET INC. VOLUME 204, PAGES 081 ( ) IAI� IE E 194.91 CHANNELED BOTTOM PARCEL #334210-3248 \2 r'00 GRAS 8-8" M I N. END OF FENCE IS I -(R2) SHORT PLAT MAP RECORDED UNDER REC. No. 20040727900001, BY 9 12 17 / / WV TOP CASE 202.30 I CBI I RIM 201.98 I 08\ I \ I \ \ 1 \ 0.2'W OF PROP LINE I CENTAUR LAND SURVEYING. (VOLUME 174, PAGE 236) IE N 199.88 CB I I \ TOP NUT 201.03 CB I LID) J I IE S 199.93 I Rm 206.40 \ � I I 2. ALL MONUMENTS VISITED DURING OCTOBER 2016 UNLESS OTHERWISE NOTED. (SOLID RIM 200.99 Q a CHANNELED BOTTOM I IE 204.20 I \ 5204.20 \ CBI IEE 199.74 25',o CB I _ IE B�F� 1 \ RIM 212.39 3. EQUIPMENT: THE PRIMARY MEASUREMENT EQUIPMENT UTILIZED IN THE PERFORMANCE OF THIS SURVEY WAS A LEICA TCRA 1101 TOTAL STATION, SN # DHA 2596-72 IE W 198.24 Q v� I RIM 202.04 CB I I IE N 200.14 RIM 205.40 p IE E X04.15 � BOT 2 4.00 z l IE NE 210.49 IE W 210.34 624750. MON IN CASE BOT 196.84 1 CB I RIM 204.77 I IE N 202.50 y1 -a' / \ ci 01IE E 210.39 4. BASIS OF BEARING: WASHINGTON STATE PLANE COORDINATE SYSTEM, NORTH ZONE, NAD 83(91), AS PRESCRIBED BY THE CITY OF RENTON. PROJECT BENCHMARK 1 # z CITY OF RENTON COR-341 N 192116.38' I; I I I 1 IE W 200.09 RIM 203.00 IE N 202.42 IEE 200.19 IE N 200.35 J IE W 201.97 I BOT 199.64 IE W 200.25 IEE 202.27 IE W 202.40 IE E 202.45 BOT 202.30 ASPHALT \ MH34 7 48"DIA _� ( ) RIM 2 7.43 \ I 1 1 I IE W 200.18 �2-16' P FENCE IS 0.4'E BOT 209.44 CB I RIM 218.02 I /ci, IE NE 216.42 E 1302277.01' I: O v ASPHALT IEE 200.30 o'= BOT 201.82 r0 Q DRIVE BOT 199.95 ASPHALT CO z ASPHALT o DRIVE FENCE IS 1.0'E \ IE 200.23 I QF PRP LINE �HANNELED BOTTOM I ,1 \{ p= Gjo IE W 215.97 /'�' 5. CONTOUR INTERVAL: (1') ONE FOOT EL 201.26' CBI _ ________ _ - ril_ _DRIVE 257.00 CALC PLAT - 1 _ _DRIVE OF PROP LINE-__ 6 CLF 1 HEDGE -� S89'0 '29"E 1/ 157.00 \ �`V ASPHALT IEE 215.97 �prQ 7 BOT 214.92 c° b. -- ____-- \ GATE (CALC) 4'CLF DRIVE 6. VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM 1988 (NAVD 88) AS EXTENDED FROM CITY OF RENTON BENCHMARK COR-341 VIA CONVENTIONAL RIM 199.05 IE E 195.95 v "_GONG p / �, CONCRE WALK s ^O �, ���� ii. a 1 CO a - - - 12"ADS ., 12 CAC __. DUIT CNC -- PP/��f-�C NCR TE WAL 2'P 1 �- IE W 195.85 0 �. - i 11L"� ., -�� a TRAVERSE TECHNIQUES. 7. CITY OF RENTON ZONING: CN-COMMERCIAL NEIGHBORHOOD 1� BOT 193.75 �- � �0 - �/, SS- --- Ss- ---SS--�-$ 'S o 4' � � O 0 f ASPHALTS 205 1 '0 r' /2 ---8 CONC I - - SS- o / I o .206 0 ,j/ / I _ ilii �..� � ,,,,,,,,, ,;; - - ,ri , iTiTT --SD- i Og O°' ��p' o �12 +rdt3 NC ti 0 R6-RESIDENTIAL - 6 DU/AC 8" ONCE ( WV I �- - SS- - - - SS- - - - 5 - _SSS---SS- 281.99 AtC) -1 --SS- SS - - M a -- SS- - - - SS- , ti �^ N ONC �/ o `� � �, rn CO C BENCHMARKS: TOP CASE 201.321 TOP NUT 199.42 rn °' o I N N N �- _ _ WV�- S89'04'29" TOP NUT 1903.19 `� NUT 1997 � w �- \ - - S - �- - N \2 0 i ---SS----------- --- S--SiONC � N. 30TH ST. LSS�(� I �, - 896.84 CALC _ /( ) �- V 178.83 CALC) -� BM #1 - CITY OF REN TON COR341 TOP J" STEEL ROD SET IN CONCRETE MONUMENT IN CASE 3' EAST OF 12'CONC - r - -SSD - - - C f 1 ADS -TOP _ 12' \ \ O - W---- - --- > - - W - - - - W - - - - -k - - - W - - - W - - - W W - - - - W - yl o � \ N - - W - - - - - yy � - �i N \w \ H V 178.84 R1 ) TO CASE 217.38 \ \ - DHA 2596-75 CENTERLINE OF INTERSECTION PARK AVENUE NORTH AND NORTH 30TH STREET. ELEVATION 201.26' o - - cn I S \ _ I ' ' \ - - - - "ADS - - sD,- - 19 r \� 1 / C' 12�'C' - - - - - - W TO NUT 215.09 P UG 1 MON IN CASE = v _ _ NCRETE PAD -" CO RETE--GVALK , - -- -- �'- ' _ _ - - 12"CMP N 192097.34' BM 2 -CITY OF RENTON COR 526 L CBI SOLID LID I ( ) CBI - - _ - 0�- = - `T - - - _ T - - E_ - - --L - ----- Gr------- - r - - �r a �- - - - _ - OE- - E- - - - -- - \ S CON C ETE ALK E 1303455.68' TOP HARD NAIL 2' EAST OF CENTERLINE INTERSECTION OF PARK AVENUE RIM 195.67 I RIM 200.17 °O p CONCRETE WALK -► PP/UGASPHALT I DRIVE ASPHALT GRASS ASPHTE7_ PP/UG z :02- ® p Z o EL 235.73' NORTH AND NORTH 33RD PLACE ELEVATION = 182.09' IE W 193.67 I IE W 198.37 IE 193.97 IE E 198.17 1 N I DRIVE WV TOP CASE 206.80 I CB I(SOLID LID) DRIVE o cj IRIM CBI N CBI ASPHALT CBI cj DRIVE_ E z 30' 15' 0 30' 60' IEE 193.77 BOT 196.77 zo I ; CB 1 TOP NUT 203.54 rg I 207.08 - DHA 2596-73 IE N 204.83 RIM 211.27 RIM 212.74 RIM 218.74 _ _ - - - FEMA CERTIFICATION BOT 192.07 I RIM 202.40 I I RIM 06.87 SCRIBED "X" IIE S 204.88 IE W 209.02 MH3488 (48'DIA) IE W 210.24 IE W 215.5 IE S 210.44 IE S 216.59 THIS PARCEL LIES COMPLETELY WITHIN ZONE X AS SHOWN ON FIRM(FLOOD CB I TOP CASE 201.29 RIM 202.48 I CB I SCALE I N FEET TOP NUT 199.40 IE N 200.15 IE S 200.25 I I IE N 204.7(8"DI) BOT 04.52 N 192084.064' IE E 204.98 IE E 209.12 I RIM 212.80 E 1302584.310' I BOT 203.23 BOT 208.47 IE N 205.50 IE E 210.29 IE E 215.54 BOT 210.04 BOT 214.44 INFORMATION RATE MAP) 53033CO644 F AS REVISED ON MAY 16, 1995.(PANEL IE W 199.93 RIM 202.36 BOT 197.90 EL 207.68' I IE W 205.40 644 OF 1725) ZONE X IS DEFINED AS AREAS DETERMINED TO BE OUTSIDE 500 IE S 199.98 IE N 200.46 �2s0 I I I IE S 205.50 YEAR FLOODPLAIN. AS THERE IS NO FLOOD HAZARD, NO ELEVATION BOT 198.28 IE SE 200.461 I 9'0 I I IE E 205.60 CERTIFICATE IS REQUIRED. BOT 197.71, I I I CHANNELED BOTTOM SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE N ACCEPTABILITY DRAWN BY AAC DATE 10.21.16 SUBTITLE LAST REVISION SYMBOL DATE THIS DESIGN AND/OR A.L.T.A. SURVEY CHECKED SHEET DUANE HARTMAN & ASSOCIATES, INC. SPECIFICATION IS APPROVED DAH 10.21.16 OF ENGR. TITLE APPROVED BY DEPT. DATE DHA Surveyors 1 CHECKED JOB N0. 1404 N. 30TH ST. A.L.T.A. 16-2596 APPROVED 16928 WOODINVILLE-REDMOND ROAD, B-107 (425) 483-5355 CITY OF RENTON DWG. NO. APPROVED WOODINVILLE, WASHINGTON 98072 FAX 425 483-4650 RENTON WASHINGTON 16-2596ALTA.DWG