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HomeMy WebLinkAboutS-419404rr O CU w I- D O z rr Q U L / / m 3 Q / Q Ln o �El- 0 O NQ / �Q0 C) � 0 o a; U � � N 0CD N Q� 00 PCL. 146340-0079 / Q� off CB-5047 TYPE 1 W/GRATE Y RIM EL-371.39 / 18"CMP(E)IE=367.34 25 MPH 18"CMP(S)IE-367.29 COMM AIN MARK S END BOARD SSCO-5053 FENCE AT NW COR = s LID EL-371.21 CYCLONE FENCE (CAN'T OPEN) n r CB-5244 TYPE 1 0.6'W OF CALC. W/GRATE CORNER RIM EL=370.64 y �.. /11C ONC(S IE=3�3 4 PCL 146340-0075 0 gyp, (� ) R-4 18"CMPENIE-367.69 POWER PAINT MARK CONT TON 187CMP(W)IE=367.59 ( (( PCL. 146340-0082 PCL. 146340-0084 PCL. 146340-0080 PCL. 146340-0083 FOUND 4"X4" CONC MON WITH 2" BRASS DISC BRA POWER AND COMMUNICATION 1 CONC(NE)IE-36 4 / ` R-4 R-4 R-4 R-4 E END CYCLONE DRIVEWA HINT MARKS CONT. TO E SHED FENCE AT W END WITH PUNCH 0.5' BELOW GRADE IN CASE 0.2N X ® o / I 0.2'W OF CL INTX OF SE 143RD ST AND 156TH 1\ F BOARD FENCE 0.4'S AVE SE. (TBM-B) E END WA PAINT MARK N 88 34'22" W 1 ,�95.09 W END CYCLONE FENCE FENCE ° - 1 �� A'\ AT E END BOARD FENCE 7 tl� FENCE o SE 143RD ST � // "� GARAGE d•. .' kF ti \\ „o / F FF - - o F ''F \ x '�. / �` / �F �F 5 � '`° '`�'� 5F �F F,,F ��� /I � •;i..�, � `-•� ��� / $� oc '` �,, � 7�1 Y�F GAS P ^� "� BRICK WALL �� h / / I I R�. P� : / � ° POWER VAULT �: � SMH-5237 (W 1�F h° ti FIREPLACE ORS / ,F h F c RIM EL=371.96 I 3 1) I \ - �� \ � 8'PVC(N)IE-361.83 O' °'°F �F F ti I 5° \ I \ �� J �9 A 8'PVC(S)IE=361.73 30' ho zC4 CL EALO co V: ') 5 ° I „c�WCR O�AECKl / o\ OUSE 0: rnFF I �F EL=373.6 F 11 & 4„F F 6F \ DECK/ v J N 0co do �F F a�RIDGE I GFZ . EL g� �� Pc4 �� v ST /NSF / 7 7 F I I DRI WAY N w P-ME-r4LH COVER D w \F c �O „F I n.. CB-5092 TYPE 2 W W "F3] of I P W ROUND BOWL GRATE z ° �� �'� F � -� � � �• / ° RIM EL=373.57 V O O .• --36� F � 18"CMP(N)IE-366.27 18"CMP(S)IE= 366.02 ° c d� " s F POST FOR ADD ON / 36 > �ti I NW END COMM / hF ��� „c „� �Fn� PAINT MARK 7�1WAR NC h of -F �F - v� 6 I RGRND Ll:::.: � _ � of ✓�Q � - �`��� � � � � _ 6\ \ of / � � �F\ CA LE �. GP FF y V c°D EW , N � < c e SSMH-5152 RIM EL-370.45 8'PVC(N)IE-356.42 CB #6375, TYPE 2 ° l - - �� F �� F o° F 8'PVC(S)IE=356.27 F :(:r RIM EL=36 .34 F \ \ �F��of 247CMP E IE=357.24 - F F tiF of F eF F 8 S ROUTE RIM EL=36 O 0 F F F „F RIM EL-369.59 24"CMP(W)IE-355.45 \ /F „F „F �Fk ,k F SHOP SIG :::.:.:.:....:..:..: WITH RESTRICTOR 12"DI S IE=339.65 N CB #6382, TYPE I so RIM EL=331.84 12 "CMP(SE)1 E- 328. 82 \ 12"DI(NW)IE=328.81 CB #63781TYPE 2 RIM EL-331.38 24 "P VC(SW) I E= 322.80 TWO STRUCTURES STACKED ON TOP OF EACH OTHER CHANNELED UNDER SECOND CEILING COULD NOT MEASURE IE TO EAST SHOT \ CHANNEL w o I ,e FENCE AP 0.3'N X 0.5'E w w ` N $ SD SD SD D SD SD SD w FENCE "T" CYCLONE FENCE \ \ �� >>� , F BOARD w'G v X D �� X ONCE- X SE 144TH ST (NO e OPEN) �,- m N 88 39'22" W 655.30 FOUND 112" IRON P HE (NO CAP) 0.4' ABOVE GRADE 0.1'N OF CALCULATED CB-5469 G AGE POSITION (REVERSE DOME LID) CB-6343 CB #6376, TYPE 2 RIM EL-363.48 RIM EL-365.28 RIM EL=335.06 24"CMP(E)IE-359.43 24"CMP( )IE=361.43 24"CMP(E)IE-330.83 24"CMP(W)IE=359.23 24"CMP( )IE-361.38 24 "CMP(SW)I E= 330.02 BOARD FENCE "r" CB #6380, TYPE 2 PCL.432460-0020 PCL.432460-0010 PCL.232305-9128 RIM EL-328.55 R-4 R-4 11-4 \24"Off-E�325.07 E END CYCLONE FENCE 24"DI(NNW)IE-32- 5 AT S END BOARD FENCE 24"DI(W)IE=324.70 \ \ FOUND / 3'X " GONG MON WITH TACK 0.4' BELOW GRADE IN ASE 0.6N X 0.2'W OF CL AP IN o CB #6377, TYPE I \ CUL-DE-SAC OF SE 144TH PL RIM EL=330.39 \ 12 "CMP(N)I E- 325. 87 24"PVC(E)IE=259.19 24"DI(E)IE=323.07 Rx 12"DI(W)IE-322.96 36"DI(S)IE=318.12 C " H CONSULTANTS Site Planning • Civil Engineering Landscape Architecture - Land Use Consulting N 11321-B NE 120th Street Kirkland, WA 98034 - (425) 285-2390 101 South Wenatchee Avenue, Suite C3 40 8� Wenatchee, WA 98801 • (509) 293-7731 www.cphconsuItants.cam PLAN IN FEET (right © 2023 CPH Consultants. LLC. All Rights Reserved. 0 CONSTRUCTION PERMIT SUBMITTAL 1 RECORD DRAWINGS o 1 Know what's below. Cal I before you dig. NO. REVISION .......F I 24" RESTRICTOR TOP COMM:: EL 366.69 CYCLONE "F „F VAULT 12" ELBOW IE=364.04 W 59�D24"CMP(W)IE=363.97 i/y 0 w SD Sp � SD'.:.r:::i::... i:.. w x w A5 H X BOARD FENCE - - ,C)R.l,t WAY !�y:: .:::::.:::::::..:...: COMM PAINT \ f:4::Cz....... ..... MARK CONT TO E CYCLONE FENCE N END GAS BUILDING FENCE "r" s5ss ILDI PAINT MARK FOUND 112" IRON PIPE (NO CAP) 0.4' off P ABOVE GRADE 0.2N OF C LCULATED CB-6374 G POSITION RIM EL=368.97 0 2 18"CMP(N)IE=364.77 GAS ARROW PAINT TO E ° 24"CMP(E)IE=363.71 o S PCL.232305-9124 PC .232305-9041 24"CMP(W)IE=363.69 W R-4 R-4 ASPH Rt A:.: ® STOP SSMH-5153 2 RIM EL-369.42 o 8'PVC(N)IE-356.02 0 8'PVC(NW)IE=355.99 12'PVC(E)IE-355.27 ® N. 12'PVC(S)IE=355.22 c.............. c> -i FOUND 1" DIA GONG MON WITH TACK 0. 7' o BELOW GRADE IN CASE 0.2'N X 0.2'W OF CL INTX OF SE 144TH PL AND 156TH AVE SE. SE 144TH PL o N 88 39 22 W 330.00 PCE 1 /7/22 MJH SURVEYED: CSB PCE 8/1/23 MJH DESIGNED: JBS DRAWN: PCE CHECKED: MJH BY DATE APPR APPROVED: THE AS -BUILT INFORMATION SHOWN ON THIS PLAN IS PER A FIELD SURVEY PERFORMED BY MEAD GILMAN A SSOCIA TES AND/OR RECORD DATA PROVIDED BY THE CONTRACTOR. SCALE: VERTICAL: NAVD 1988 0 HORIZONTAL: NAD 1983/1991 C T Y 0 R EN TON ONE INCH DATUM AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY SURVEY DATA EXISTING BOUNDARY, TOPOGRAPHIC, AND PLANIMETRIC INFORMATION SHOWN ON THIS PLAN AND OTHERS IN THIS SET WERE USED AS A BASIS FOR DESIGN AND REPRESENT FIELD SURVEY DATA AND MAPPING PREPARED BY MEAD GILMAN LAND SURVEYORS (JOB NO. 20074), AS PROVIDED BY THE PROJECT OWNER, AND DOES NOT REPRESENT WORK BY CPH CONSULTANTS. THE FOLLOWING SURVEY DATA WAS PROVIDED WITH THE TOPOGRAPHIC MAP BY MEAD GILMAN LAND SURVEYORS. HORIZONTAL DATUM WASHINGTON STATE COORDINATE SYSTEM - NORTH ZONE (NAD93191) PER WASHINGTON GEODETIC SURVEY CONTROL POINTS 3764(ID1142227) AND 3765(ID#42133) VERTICAL DATUM NAVD 88 - BASED ON RAPID STATIC GPS MEASUREMENTS WITH BASELINES COMPUTED FROM CORS MONUMENTS BENCHMARKS TBM-A FOUND 4"X4" CONC MON WITH 2" BRASS DOME DISC "LS# 88?92" WITH PUNCH 0.7' BELOW GRADE IN CASE 0.21N X 0.2'W OF CL INTX OF SE 144TH ST AND 156TH AVE SE AND 42.7' SE OF SE PROPERTY CORNER. ELEV = 369.07' TBM-A FOUND 4"X4" CONC MON WITH 2" BRASS DISC WITH PUNCH 0.5' BELOW GRADE IN CASE 0.2'N X 0.2'W OF CL INTX OF SE 143RD ST AND 156TH AVE SE. AND 30' E OF NE PROPERTY CORNER. ELEV. = 370.92' LEGAL DESCRIPTION LOT 1 AND 2, KING COUNTY SHORT PLAT 379074, RECORDED OCTOBER 4, 1979 UNDER RECORDING NO. 7910040704, RECORDS OF KING COUNTY, WASHINGTON. NOTES 1. A 5" ELECTRONIC TOTAL STATION WAS USED FOR THIS FIELD TRAVERSE SURVEY. ALL EQUIPMENT HAS BEEN MAINTAINED IN ACCORDANCE WITH THE MANUFACTURER'S GUIDELINES. ACCURACY MEETS OR EXCEEDS W.A.C. 332-130-090. 2. ALL TITLE INFORMATION SHOWN ON THIS SURVEY WAS EXTRACTED FROM CHICAGO TITLE COMPANY COMMITMENT NUMBER 0177321-16, DATED APRIL 30, 2020. MEAD GILMAN AND ASSOCIATES HAS CONDUCTED NO INDEPENDENT TITLE RESEARCH, AND HAS RELIED WHOLLY ON THE TITLE COMPANY'S REPRESENTATIONS OF THE TITLE'S CONDITION TO PREPARE THIS SURVEY AND QUALIFIES THE MAPS ACCURACY AND COMPLETENESS TO THAT EXTENT. 3. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY MADE ON THE DATE INDICATED AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITION EXISTING AT THAT TIME. ALL CONTROL INDICATED AS 'FOUND" WAS RECOVERED FOR THIS PROJECT IN JULY 27, 2020, UNLESS OTHERWISE NOTED. 4. PROPERTY AREA = 179,856t SQUARE FEET. 5. ALL DISTANCES ARE IN U.S. SURVEY FEET AND REPRESENT GROUND MEASUREMENTS. 6. UNDERGROUND UTILITIES WERE LOCATED BASED ON SURFACE EVIDENCE (I.E. PAINT MARKS, SAW CUTS IN PAVEMENT, COVERS, LIDS, ETC.). THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION, ELEVATION, AND SIZE OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. 7. TREE SIZES AND SPECIES WERE DETERMINED TO THE BEST OF OUR ABILITY. MEAD GILMAN AND ASSOCIATES DOES NOT WARRANT THE ACCURACY OF THE SIZE AND SPECIES OF ANY TREES SHOWN HEREON, ALL TREE SIZES SHOULD BE VERIFIED BY A TRAINED ARBORISTT, RESTRICTIONS OF RECORDS 1. SUBJECT TO AN EASEMENT(S) FOR THE ELECTRIC TRANSMISSION AND/OR DISTRIBUTION LINES AND APPURTENANCES AND RIGHTS INCIDENTAL THERETO, GRANTED TO PUGET SOUND POWER AND LIGHT COMPANY AS RECORDED UNDER RECORDING NO. 809120791. (BLANKET IN NATURE - NOT PLOTTED) 2. SUBJECT TO THE COVENANTS, CONDITIONS, RESTRICTIONS, RECITALS, RESERVATIONS, EASEMENTS, EASEMENT PROVISIONS, DEDICATIONS, BUILDING SETBACK LINES, NOTES, STATEMENTS, AND OTHER MATTERS, IF ANY, AS SET FORTH ON KING COUNTY SHORT PLAT 379074 AS RECORDED UNDER RECORDING NO. 7910040704. (NOTHING TO PLOT). REFERENCES 1. KING COUNTY SHORT PLAT 379074, REC. NO. 7910040704. 2. ROS REC. NO. 20060801900002, VOL. 209, PG. 95 (HELD FOR SECTION SUBDIVISION). 3. CEDAR RIVER 5 ACRE TRACTS, VOL 16, PG 52. 4. ROS REC. NO. 20080930900001, VOL. 253, PG 276. 5. KING COUNTY BLA L09L0017, REC. NO. 20090624900005. 6. LINDA HOMES REC. NO. 5619989, VOL 74 OF PLATS, PG. 6. 7. MC INTIRE HOMESITES, A REPLAT , REC. NO. 4807436, VOL. 58 OF PLATS, PG. 82. S-419404 7--IN COMPLIANCE WITH CITY OF RENTON STANDARDS CARNOUSTIE COURT SANITARY SEWER IMPROVEMENTS EXISTING CONDITIONS I- O U W DATE: 7/25/23 Cn FIELDBOOK: Z) PAGE: O DRAWING NO: z C0.10 IIr SHEET: 4 OF: 10 Q U