Loading...
HomeMy WebLinkAboutMAP_Survey - Legal Description_170515_v1LEGAL DESCRIPTION: ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON, BEING DESCRIBED AS FOLLOWS: LOT 40, WHITMAN COURT, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 273 OF PLATS, PAGES 19 THROUGH 25, IN KING COUNTY, WASHINGTON. THE PROPERTY DESCRIBED AND SHOWN HEREON IS THE SAME PROPERTY AS DESCRIBED IN THE CHICAGO TITLE COMPANY OF WASHINGTON COMMITMENT FOR TITLE INSURANCE NUMBER 0080346-06 DATED SEPTEMBER 26, 2016. NOTES AND COMMENTS: 1) NO POSTED PROPERTY ADDRESS: 2) BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE X, OF THE FLOOD INSURANCE RATE MAP NO. 53033CO981F WHICH BEARS AN EFFECTIVE DATE OF MAY 16, 1995 AND IS NOT IN A SPECIAL FLOOD HAZARD AREA. NO FIELD SURVEYING WAS PERFORMED TO DETERMINE THIS ZONE AND AN ELEVATION CERTIFICATE MAY BE NEEDED TO VERIFY THIS DETERMINATION OR APPLY FOR A VARIANCE FROM THE FEDERAL EMERGENCY MANAGEMENT AGENCY. CHICAGO TITLE COMPANY OF WASHINGTON 3) GROSS LAND AREA 31,863 SQUARE FEET OR 0.731 ACRES, MORE OR LESS. COMMITMENT NO. 0080346-06 SCHEDULE B - EXCEPTIONS: 4) PER THE CITY OF RENTON PLANNING DEPARTMENT, THIS SITE IS CURRENTLY ZONED CA - COMMERCIAL ARTERIAL; 1) DEED RECORDED UNDER RECORDING NO. 192430; AFFECTS SUBJECT CA ZONING REQUIREMENTS FOR THIS SITE: PROPERTY, NOT PLOTTED, DOCUMENT ILLEGIBLE. SETBACKS: FRONT: 15 FEET 2) CITY OF RENTON, WASHINGTON ORDINANCE NO. 4612 RECORDED JUNE 14, SIDE: 15 FEET 1996, RECORDING NO. 9606210966; AFFECTS SUBJECT PROPERTY, NOT REAR: NONE, EXCEPT 15 FEET IF LOT ABUTS A LOT PLOTTED, GENERAL N NATURE. ZONED RESIDENTIAL. HEIGHT: 50 FEET 3) LOT LINE ADJUSTMENT NO. LUA99075LLA RECORDED JUNE 23, 1999, LOT COVERAGE: NONE RECORDING NO. 19990623900005; AFFECTS SUBJECT PROPERTY, NOT PARKING: 1 PER 75 SQUARE FEET OF DINING AREA. PLOTTED, GENERAL IN NATURE. 5) AT THE TIME OF FIELD SURVEY, THERE WERE NO BUILDINGS ON THE 4) UTILITIES EASEMENT RECORDED APRIL 18, 2000, RECORDING NO. SUBJECT PROPERTY. 20000418000708; AFFECTS SUBJECT PROPERTY, PLOTTED. 6) THERE ARE NO PARTY WALLS ON THE SUBJECT PROPERTY. 5) RIBERA-BALKO SHORT PLAT RECORDED APRIL 9, 2009, RECORDING NO. 20090409900002; AFFECTS SUBJECT PROPERTY, NOT PLOTTED, GENERAL IN 7) THE UNDERGROUND UTILITIES SHOWN HEREON ARE COMPILED FROM NATURE. PLANS AND MAPS PROVIDED BY THE CITY OF RENTON AND VERIFIED BY THE VISIBLE SURFACE FEATURES OF THESE UTILITIES AND MARKINGS 6) EASEMENT RECORDED APRIL 10, 2015, RECORDING NO. 20150410000315; PROVIDED BY A 811 UTILITY LOCATE SERVICE PURSUANT TO SECTION AFFECTS SUBJECT PROPERTY, EASEMENT AREA NO. 1 PLOTTED. 5.E.IV. AN EXACT LOCATION OF THESE UTILITIES WAS NOT PERFORMED EASEMENT AREA NO. 2 AND 3 NOT PLOTTED, UNABLE TO LOCATE PER THE FOR THIS SURVEY. BEFORE DIGGING, CALL THE APPROPRIATE LOCAL RECORDED INSTRUMENT. UTILITY LOCATE SERVICE FOR FIELD LOCATIONS OF UNDERGROUND UTILITY LINES. 7) MEMORANDUM OF AGREEMENT RECORDED FEBRUARY 1, 2016, RECORDING NO. 20160201000520; AFFECTS SUBJECT PROPERTY, NOT 8) AT THE TIME OF THE FIELD SURVEY, THERE WAS NO OBSERVABLE PLOTTED, GENERAL IN NATURE. EVIDENCE OF EARTH MOVING WORK, BUILDING CONSTRUCTION, OR BUILDING ADDITIONS WITHIN RECENT MONTHS. 8) COST SHARING AGREEMENT RECORDED FEBRUARY 1, 2016, RECORDING NO. 20160201000521; AFFECTS SUBJECT PROPERTY, NOT PLOTTED, GENERAL 9) PER TO THE CITY OF RENTON PUBLIC WORKS DEPARTMENT, THERE ARE IN NATURE. NO CURRENT PROPOSALS FOR ANY CHANGES IN STREET RIGHT OF WAY LINES ADJACENT TO THE SUBJECT PROPERTY SHOWN ON THIS SURVEY. 9) GRANT OF EASEMENT RECORDED FEBRUARY 10, 2016, RECORDING NO. 20160210000426; AFFECTS SUBJECT PROPERTY, NOT PLOTTED, BLANKET IN AT THE TIME OF FIELD SURVEY, THERE WAS NO OBSERVABLE EVIDENCE NATURE. OF RECENT STREET OR SIDEWALK CONSTRUCTION OR REPAIRS. 10) WHITMAN COURT RECORDED APRIL 1, 2016, RECORDING NO. 10) AT THE TIME OF FIELD SURVEY, THERE WAS NO EVIDENCE OF FIELD 20160401000322; AFFECTS SUBJECT PROPERTY, EASEMENTS PLOTTED, ALL DELINEATION OF WETLANDS CONDUCTED BY A QUALIFIED SPECIALIST. OTHER ITEMS GENERAL IN NATURE. 11) PURSUANT TO TABLE A, ITEM 19, THERE ARE NO APPURTENANT 11) DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS FOR EASEMENTS LISTED IN THE REFERENCED TITLE REPORT. WHITMAN COURT RECORDED APRIL 1, 2016, RECORDING NO. 20160401000323; AFFECTS SUBJECT PROPERTY, NOT PLOTTED, GENERAL IN 12) PHYSICAL ACCESS TO PROPERTY VIA PUBLIC RIGHTS OF WAY: NATURE. NORTHEAST 4TH STREET WHITMAN CT. NE (VIA VASHON CT. NE, A PRIVATE STREET) 12) ACKNOWLEDGMENT OF MAINTENANCE RESPONSIBILITY RECORDED JULY 20, 2016, RECORDING NO. 20160720000967; AFFECTS SUBJECT PROPERTY, 13) EASEMENT RIGHTS: PLOTTABLE EASEMENTS ARE SHOWN FROM THE NOT PLOTTED, GENERAL IN NATURE. OWNER SUPPLIED TITLE REPORT. NON-PLOTTABLE EASEMENTS ARE NOTED ON THE SURVEY AS BEING "NOT PLOTTED". BECAUSE OUR SERVICE IS LIMITED TO REPORTING ON EASEMENT LOCATIONS, WE STRONGLY RECOMMEND LEGAL COUNSEL BE RETAINED TO REPORT ON TITLE PAPERS IN THEIR ENTIRETY. 14) AT THE TIME OF FIELD SURVEY, THERE WAS NO EVIDENCE OF SITE USE AS A CEMETERY OR BURIAL GROUND. 15) AT THE TIME OF FIELD SURVEY, TREES AS SHOWN APPEARED TO BE IN LIVING CONDITION EXCEPT AS NOTED ON THE FACE OF THIS SURVEY. 16) THE RECORD DESCRIPTION DOES MATHEMATICALLY CLOSE. 17) BASIS OF BEARINGS THE BEARING OF SOUTH 88'03'09" EAST BETWEEN FOUND MONUMENTS ALONG THE NORTH LINE OF THE NORTHWEST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN AS SHOWN UPON THAT CERTAIN MAP ENTITLED "WHITMAN COURT" RECORDED IN VOLUME 273 OF PLATS, PAGES 19 THROUGH 25, IN KING COUNTY, WASHINGTON, WAS TAKEN AS THE BASIS OF BEARINGS SHOWN UPON THIS SURVEY. 18) THERE ARE NO GAPS, GORES OR OVERLAPS BETWEEN THE SUBJECT PROPERTY AND THE ADJOINING PROPERTIES OR PUBLIC STREET RIGHTS OF WAY SHOWN ON THIS SURVEY. THERE ARE NO INTERIOR GAPS, GORES OR OVERLAPS BETWEEN THE PARCELS WITHIN THE SUBJECT PROPERTY. 19) TAX MAP PARCEL NO. 9374000400 20) THIS IS AN AS -BUILT SURVEY PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS. 21) THIS SURVEY WAS PREPARED FOR THE PURPOSES OF OBTAINING AN EXTENDED COVERAGE TITLE INSURANCE POLICY. 22) THE USE OF THE WORD "CERTIFY" OR "CERTIFICATION" WITHIN THIS SURVEY ONLY CONSTITUTES AN EXPRESSION OF PROFESSIONAL OPINION REGARDING THOSE FACTS AND FINDINGS SHOWN ON THIS SURVEY, AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE, EITHER IMPLIED OR EXPRESSED. 23) DURYEA & ASSOCIATES ONLY ACKNOWLEDGES SIGNED AND STAMPED MAPS AND DRAWINGS. NO RESPONSIBILITY OR LIABILITY IS EXPRESSED OR IMPLIED FOR ELECTRONIC DATA AND/OR REPRODUCED MAPS AND DRAWINGS. VERTICAL DATUM: BENCHMARK: CITY OF RENTON MONUMENT #1503, BEING A BRASS PIN IN CONCRETE IN A MONUMENT CASE AT THE INTERSECTION OF NORTHEAST 4TH STREET AND UNION AVENUE NORTHEAST, HAVING A PUBLISHED NAVD88 ELEVATION OF 401.02 FEET. ON-SITE TEMPORARY BENCHMARK: "X" ON SOUTHWESTERLY HEADBOLT ON FIRE HYDRANT HAVING AN NAVD88 ELEVATION OF 395.20 FEET. POSSIBLE ENCROACHMENTS: (A) CONCRETE BLOCK RETAINING WALL OVERLAPS WHITMAN CT. NE RIGHT OF WAY BY 1.6' (B) SPLIT RAIL WOOD FENCES OVERLAP NE 4TH ST. RIGHT OF WAY UP TO 4.6' THERE ARE NO ENCROACHMENTS BY IMPROVEMENTS ON THE ADJOINING PROPERTY ONTO THE SUBJECT PROPERTY, AND NO OTHER ENCROACHMENTS BY IMPROVEMENTS LOCATED ON SUBJECT PROPERTY OVER ANY ADJOINING PROPERTY OR OVER ANY PLOTTED OR PLOTTABLE EASEMENTS. SURVEYOR'S CERTIFICATION: To: Lender, Borrower and Chicago Title Company of Washington. This is to certify that this map or plat and the survey on which it is based were made in accordance with the 2016 Minimum Standard Detail Requirements for ALTA/NSPS Land Title Surveys, jointly established and adopted by ALTA and NSPS, and includes Items 1-5, 6(a), 6(b), 7(a), 7(b)(1), 7(c), 8, 9, 10(a), 10(b), 11, 13, 18, 19, 20 (in the amount of $2,000,000), and 21 (Taco Bell Survey Requirements dated 02/23/2016) of Table A thereof. The field work was completed on March 1, 2016. Mitchell Duryea LS 33658 Exp. 9/17/2017 mitch Oduryea- associates. com �P �L OU ofWgy 33658 �,I�TE �A L L ANS Ry ALTA/NSPS LAND TITLE SURVEY LEGEND: PROPERTY LINE -- - - - - - - - - - - -- EASEMENT LINE B,S.L. BUILDING SETBACK LINE NORTHWEST CORNER SECTION 15, - - CENTERLINE TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., FOUND BRASS PIN IN BUILDING LINE CONCRETE IN MONUMENT CASE, CITY OF RENTON MONUMENT #1503 6" CONCRETE CURB NORTH QUARTER CORNER SECTION NORTHING: 181,067.883 ,� T 1V EASTING: 1,311,396.674 15, TOWNSHIP 23 NORTH, RANGE 5 E 4TH STREET EDGE OF ASPHALT ELEVATION: 401.02 FEET EAST, W.M., FOUND 3 1/2" BRASS X X X X FENCE AS NOTED (WIDTH VARIES CAP WITH PUNCH MARKED "KING COUNTY SURVEY MONUMENT ST FENCE AS NOTED ELEV (ELEVATION ILLEGIBLE)" 9 10 (A PUBLIC STREET) CONCRETE WALL TRE T) E X39,.23 CONCRETE SURFACE 16 15 323.22 .� ° '03'09"E 43' BASIS OF BEARINGS 2585.72' C FIRE HYDRANT S88 � 330. W�lJ) I G 39124 v x•10 S85°43'30"E ® WATER METER Z .. G� X391,47 XC 391.27X X391.9'3. .. .. 393.220 1932.07' � 18.76- O L� . C xG D4 WATER VALVE • G SSMH D4 G W O 391.93 RIM ELEV. = 392.56' GAS VALVE n O EC 15" IE (S) = 382.21' 1n -U 390.81 .. OO SANITARY SEWER MANHOLE Z I 391.66 u SDMH EG RIM ELEV. = 391.60 C9195 391.27 391.01 A C C E 79 UNABLE TO MEASURE INVERTS CB O SDCO STORM SEWER CLEAN OUT 392.18 391:80 Fi°' RIM ELEV. = 390.39' �/ .CB O Co SANITARY SEWER CLEAN OUT 390.50 TBG TQC Tec 4,6' FL 12" IE (SW) = 387.49' ASPHALT SURFACE o RIM ELEV. = 393.35' SDMH 39099 3sr.2o'' 9r. UNABLE TO MEASURE RIM ELEV. = 391.52' ❑ 39122 F TBC 39132 TBC. , " O 36" IE (E) = 383.12 392,26 4.9' S00'00 OS W CB INVERTS OD STORM SEWER MANHOLE 6W 391.96 391.82 J2 w 08 390.68 S00'00'00"E 3.50 RIM ELEV. = 392.56' Tec71 ' .. .. .. 391 21 2.00 12" IE () = 387.58' TO TELEPHONE MANHOLE x x x 1.4 O "' .c TBC12" IE E = 387.56'. „ " „ c 4:7' _x\�+ B L/$ 390.97 S I © GAS METER FOUND 2 1 /4 BRASS CAP WITH + �p L 39167 CITY OF RENTON MONUMENT #1851 FL 991.89 N88°03'09"W 74.73' 391.53 NORTHING: 180,978.623 ❑ CATCH BASIN 17.0' - - sHRues '09"E 115.13T _ - S88'03'09"E Sw 69 39220 TBC .335 ❑ L/S 38,.45 - Tec.. EASTING: 1,313,999.610 GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. Ft 54. ❑ ... ". 392.3 392.05' x 392.7 591.45 FL'. 3x104 S88'03 09' E SW 392.16 FL SDMH I FL FL 990.76 �/S 391.40 , r 392.34 C FL 390.84 FL O I I % I DEAD TREE 391.49 33.19' C 362.61 RIM ELEV. = 392.70'5.50 FL Tec: 12" IE (S) = 385.50' ❑ 391.19 FL 0.82 O. S' '392.2'3 I 12 IE (W) = 385.90 n 15' B.S.L. P 3.2' 392.26 rl x X 990.90 ❑ 391.70 `\\ 391.20 I 990.76 392.80 392.72. 392.72 SILT FENCE FL I x F 15' B.S.L. \<� 393.11392 TBC. w 390.80 391.19 I , 392.81 392.31 X Q U I CB EP EP 390.96 392.85 C', . �'. FL C 390.62 � RIM ELEV. = 390.38 EP E 391.05 P 392.91 \ W ~ I I 12" IE (S) = 388.52' 390.63 391.26 391.72 FL ,s' I 9 *.*.. 393.07 TBC II 0_ % J V I 12" IE (E) = 388.54 XP EP EP GB X39091 �s 393.09 ® SW 392.46 L/S �I U m Q 39111 391.28 O RIM ELEV. = 390.58' ! 393.09 = I EP 12" IE (W) = 389.00' Y1.03 GROUND 2' UTILITY EASEMENT 391'93 D O Q d 391.17 391.57 EP ROD (� Z I O Q I EP 392.04 EP (#20000418000708) I �f" L/S 39 �C 15 `\\\ P90.88 X U I ,393.24 I 391.48 Xp90.97 G M SW : U FL x391.53 I 93,40.' < P I 391.19 L/S XTOE 26 SW I X990.87 �3P1.18' . 393.43 V) I 1 H I'. �: SW � x391.92 ASPHALT SURFACE I J % I I v� e 2.. I ... XGso.as a I d SPLIT RAIL I I I 10N WOOD FENCE % X991.44 X391'51 3111.2, a I390.91 ❑ 390.99 3L3.14 \ EP 24' EMERGENCY 1391.85 EPO SDCO sW3.as \\ I 39120 ACCESS EASEMENT RM ELEV. = 391.13' GRAVEL SURFACE x SW CB 3 s5 P x FL (#20160401000322) O ,� I 391.80 39352 35.7' % 12" IE S = 388.35' TOE 14.1' 1 391.88 391.48 12" IE (N) = 388.37' X390.79 L/S 35' 18' \ EP 5" IE (E) = 388.68' LOT 40 of I N 390.95\ \ EP \ 391'39 I WHITMAN COURT I e aT C EP 2 TRACT A �� \ �' v CB (#20160401000322) s�\ x X390.57 \. RIM ELEV. = 390.47' 391.05 391.13 w (NATIVE GROWTH PROTECTION TRACT) 391.25X 12" E SE 391.30 �� ( ) = 388.17' 393.70 LANDS OF CITY OF RENTON �j� \ �\ G� P X390.89 FL T G O\ \ \,s, 9� EP1.53 391.91 E9P0.99 ❑ ... ❑ 391.16 = EP1.09 C O CO X P (Q . 391.48 391.96 O CB "�I \ f \ EP .ae CB EP EP O CO RIM ELEV. = 390.77 PUBLIC ACCESS ' 12" IE (S) = 386.67' oI 394.85 394.09 390.88 RIM ELEV. = 390.74' FL 10' GAS AND 6" IE (N) = 387.42' p sw.n FL r ,XPe4.43I TRAIL EASEMENT cP � \ 12" IE (N) = 387.99' N ' , pi�j ❑ \ 12" IE (SE) = 387.98' ELECTRIC EASEMENT r , (#20160401000322) 12" IE (NW) = 3ss.o1' W \ \ \ ( ) (#201 5041 000031 5) \ 391.03X 391.44 392.08 w XP 391.06 EP FL 392.71 80 { \ \ EP,.35 G ® G G94',92 X95, 392.00 FENCE ON PROPERTY LINE \ \ EP uJ 1.0' \ 0] 2.2' 391.17 391.58 391.69 L (o 391.03 \ \ EP ® X EP 1.9' * V Y 392.13 1.9 O` \ / \� - - - - 992.09 FL 392.14 392.4 1 •5 395.43 394.79 1 4.8' Q A/ ❑ _ - - -391.79 - - _ _ - - 8 L/S 95.50 SW FL 395.05 5.05 / pd W W . X991.73 I 396.14 n��� 15' B.S.L.. 1\ X991.34 e ~ 4 " W r L/S X391.51 3L1.2s ASPHALT SURFACE�X391.78 \ 392.29 3„ E).1.5"EviT9 L/S W N ✓ 392.56 \ V) F91.50 P I F I • g 4.3' F-4 U O.4' - � '03'09"E 3111.76 SHRUBS 392.03 392.06 392.13 P91.89 W ' 392.96 395.84 m FL FL FL FL C : 20'..... I 395.84 CD 105.56 }T X392.11 " 3959 C .p I 391.02 392.43.. .. p i W 393.49 '. .FL N TRACT F - L/S FL C. .. 392.43 42 I.Q % COZIER AT S� �%0� q \ ^ LANDS OF LLC L/ 392.30 C 392.37 'r`S `r F` ... :. 395 81 1 .6 ^WHITMAN COURT, 391.44 5'39303 9L3,7z. O O Z 91.51 C G .392 62 C / I 394125 A C G G c 39141.; 391.1° ° 3x261.... C� L/S S c .10 395.e5 W 39 : .. 995PX 0' G 1.09 3 STORY WOOD 990.93 39227 ECJ �J 393.54 FRAMED 391.50 391;26..:. 94.92 F< 1. c FL L E-+ .391.03 � � 394.25 113 BUILDING C. 392.57 r� 992.ow 1'0� LOT 20 1r 391.81 392.7-0 1 C G 392.ao Cszse �❑ ASPHALT SURFACE 390.93 392.35. QB C. X392.73 392.57 X394.48.O RIM ELEV. = 391.03' D� FL G 39264 ° ^ 12" IE (NW) = 387.73' O H 12" IE (S) = 388.03' E-4 W 6" IE (W) = 388.03' '�-► TRACT F 4:383'81 394.89M I Ix y (PRIVATE OPEN SPACE) 1n 392,79 FL 395.46 F F CB❑-� WHITMAN COURT F` m W CB 395.73 RIM ELEV. = 391.06' y (#20160401000322) RIM ELEV. = 392.07' FL 12 IE (N) = 387.41' r Z j 12" IE (N) = 386.25' SDMH 12" IE (S) = 387.36' R1lw 3 391'68 w 12" IE (E) = 386.07' RIM ELEV. = 396.25' Oa 12" IE (S) = 386.15' 12" IE (N) = 384.90' u 12" IE (W) = 384.55' a 391.96 9115.87 SDMH r Tn RIM ELEV. = 395.68' GB V1 12" IE (S) = 385.63' D Z ❑ RIM ELEV. = 395.89' 12" IE (W) = 385.68' eD SDMH • �. VICINITY MAP NOT TO SCALE 0 RIM ELEV. = 396.35' CURVE / LINE TABLE UNKNOWN CONDUIT WITH DIAMETER CURVE ARC LENGTH DELTA RADIUS Cl 4.37' 12'50'31" 19.50' C2 27.53' 80'54'12" 19.50' C3 22.78' 89'59'59" 14.50' LINE BEARING LENGTH UNDERGROUND STORM DRAIN LINE L1 S43'37'42"E 25.40' UNDERGROUND WATER LINE L2 N04'25'05"W 13.72' UNDERGROUND ELECTRIC LINE L3 N88'03'09"W 5.51' W 0 RIM ELEV. = 396.35' TRAFFIC SIGNAL POLE H' UNKNOWN CONDUIT WITH DIAMETER 12" IE (N) = 385.50'O 12" IE (E) = 385.20' ` _ �Vl LLIN 3- PHONE RISER D CABLE TV RISER ❑ JUNCTION BOX CB COMMUNICATIONS VAULT w ELECTRIC VAULT RIM ELEV. = 391.05' Z Q TRAFFIC SIGNAL CABINET 12" IE (N) = 386.7" DECIDUOUS/CONIFER TREE WITH DIAMETER UNDERGROUND STORM DRAIN LINE UNDERGROUND SANITARY SEWER LINE 0` CL UNDERGROUND WATER LINE SSMH UNDERGROUND GAS LINE Q UNDERGROUND ELECTRIC LINE RIM ELEV. = 391.02' LANDSCAPED AREA v W 12" IE AT CENTER = 383.72 E-4 OTHERWISE) cy �yRy� SET 1/2" REBAR WITH YELLOW PLASTIC CAP 0­4SSMH SET MAG NAIL & WASHER STAMPED P R \i, �P �� (#20160401000322) A Ry RIM ELEV. = 395.82' HAVING AN NAVD88 ELEVATION OF 395.20 FEET 12" IE S = 379.45' o � � (6 33658 ,� GIST JQ` OVAL LANA C_ TRAFFIC SIGNAL POLE e12" UNKNOWN CONDUIT WITH DIAMETER )�t LIGHT STANDARD D PHONE RISER D CABLE TV RISER ❑ JUNCTION BOX ❑c COMMUNICATIONS VAULT ELECTRIC VAULT POWER TRANSFORMER Tsc TRAFFIC SIGNAL CABINET DECIDUOUS/CONIFER TREE WITH DIAMETER UNDERGROUND STORM DRAIN LINE UNDERGROUND SANITARY SEWER LINE UNDERGROUND WATER LINE UNDERGROUND GAS LINE UNDERGROUND ELECTRIC LINE L/S LANDSCAPED AREA OO FOUND 1/2" REBAR WITH YELLOW PLASTIC CAP STAMPED "CPS INC 22338" (UNLESS NOTED OTHERWISE) O SET 1/2" REBAR WITH YELLOW PLASTIC CAP STAMPED "DURYEA LS 33658" ® SET MAG NAIL & WASHER STAMPED "PLS 33658" PUBLIC ACCESS TRAIL EASEMENT (#20160401000322) ON-SITE TEMPORARY BENCHMARK: "X" ON SOUTHWEST HEADBOLT ON FIRE HYDRANT HAVING AN NAVD88 ELEVATION OF 395.20 FEET ALTA/NSPS LAND TITLE SURVEY