1332 RUCKER AVE 2018 Plans 2025-03-19 (2)

, I I I 2.0' 1 I BSBL I - - - - - BUILDING SETBACK LINE z I 120' -- _ I EX BUILDING • tf __H '4- -f -18.25- -� 18 - �y j J rElev. 103.80 PROPERTY NE II I / c - L �' RIGHT-OF-WAY o I 110 EXIST. ")I 12.6' - - 1 CONCRETE DRIVEWAY 7.25' 3 ^. GARAGE EXIST. 1 RIGHT—OF—WAY CENTERLINE a m I I,o 146—._CARPORT -H 6.0' �- I .r -{ I CONCRETE z CC rY I I I " F 1 —_ + I I i - x EX FENCE W w I I 36' �� PROP FENCE z D o I I 14.0' . 1 18.25' 1 / I f _ v I a w WATER (� z w o ��=d3 z / II? - c GAS w QcoZ I N _-- f �Q/ Lv_ 10' I ----T— TELEPHONE (AERIAL) C� ix o � r nY�- f o --- — CABLE (AERIAL) w< �N I W POWER (AERIAL) PROJECT INFORMATION z N t��1 CONCRETE //P cO EXISTING SFR le' I s s SEWER D I�r c //e I o ASPHALT OWNER TRACY AND TINA GILSON < w I I I Q IN WATER METER J N 0 _ M w U I 1 38 //� 10 -® I° c i- w SHRUB BER PROJECT ADDRESS 1332 RUCKER AVENUE 0 < 'nI 1 I I J — 1- ' 5 36' - I Y 0 TREE EVERETT, WA 98201 I v, _ r / `t 0 SEWER MANHOLE a Q,/ I o I I 30' TAX ID NUMBER 00438524301700 a 1- 4\- 775 I C===� c LEGAL DESCRIPTION EVERETT DIV R PLAT OF BLK 243 I I P/ �--_ i ===—t j BSBL 3 D-00 - LOTS 17 & 18 J ZONING R2-H RUCKER GRAND OVERLAY XP/ 5 _ p / -- �" I SETBACKS 5' SIDE INTERIOR, 30' FRONT FROM w A EDGE OF SIDEWALK, 10' SIDE • • L L�J METER . . . . . { STREET (14TH), 20' REAR, 0' REAR -I 1 1 y j SETBACK FOR DETACHED ACCESSORY . ' - CONCRETE SIDEWALK BUILDINGS. r I I PROJECT SUMMARY REMOVAL OF EXISTING GARAGE AND I I CARPORT TO CONSTRUCT u Y REPLACEMENT GARAGE. IIfl I I. 14TH ST. ",..--Elev. 100.00 t I I EXISTING I LOT COVERAGE CALCULATIONS BUILDING DATA LOT AREA 6000 SQ. FT. MAX. LOT COVERAGE 61 0id�• 40 PERCENT I I I I LENGTH: 32' (INC. SHED) J I + 120' I u WIDTH: • 21' EXISTING HOUSE W PORCHES 1 I I GRADE TO RIDGE HEIGHT: 14' 10" 1303 SQ. FT. e'_ 5.0' ' - � ti I GARAGE AREA: 600 SF GARAGE/CARPORT 653 SQ. FT. Q I - - L DRIVEWAY/PATIO 1126 SQ. FT. -BSBL- --I 1 ----- T i I --1 f--2 4. 24' } I I TOTAL EXISING COVERAGE 3082 SO. FT. -I I x CONCRETE DRIVEwat PERCENT OF LOT 51 PERCENT a_ I I W I 1r i y o8 N GARAGE o a N 22.3' I -i Ian I -= _I `` �.O+I. PROPOSED SEW PORCHES 1303 SQ. FT. I I v / I I? $�'\�!� q�f.c cc. n/e ]� EXIST. DRIVEWAY 585 SQ. FT. a' p I ' `' *GARAGE REPLACEMENT 600 SQ. FT. I I I i� iv ti NEW DRIVEWAY 50 SQ. FT. 1.1 I -8_�_ 24' / m TOTAL PROPOSED COVERAGE 2538 SQ. FT. (� i ___„ - G/ -_ PERCENT OF LOT 42 PERCENT I .__,f� y I I I _ I Y I DOWNSPOUTS TO SPLASH / "' II 1 BLOCKS GARAGE�ONLY)H SIDE OF - I /y Bsal — — — — — — ,- IV —G 1 w HEIGHT CALCULATIONS I I - I - - - - — — — - - I I Q y I 5 b J Y NOTE: ELEVATION BENCHMARK = 100.00 (ASSUMED) CENTER OF MANHOLE LID AT INTERSECTION OF ALLEY I I: _ j TC== �1.1 a AND 14TH ST. I F--=-i I Er I 120' MAX.�� I ALLOWABLE HEIGHT 15' J I HIGHEST ELEV OF SIDEWALK 103.80 0 t.--,= --R I k I GRADE ELEV GRADE ELEV 1 102.10 n J C.-__-_w y f J L 2 GRADE ELEV 3 103.20 _F—I CONCRETE sn_va K . GRADE ELEV 4 103.00 II AVE. GRADE ELEV 102.90 I r - �- PROPOSED GRADE ELEV. 103.00 T —N r.-_____ I STRUCTURE HEIGHT 14'-10" I I 14TH ST. Y PROP. STRUCTURE ELEV 117.83 MAX. ALLOWABLE ELEV 118.80 I I PROPOSED EXCAVATION NOTES - N 12 NOTE: ELEVATION BENCHMARK = 100.00 (ASSUMED) LOCATED AT THEED TOTAL EXCAVATION 50 CY. 2O C MANHOLE COVER AT THE INTERSECTION OF THE ALLEY AND 14TH 10' 0' 10' 20' STREET. SCALE IN FEET