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Home My WebLink AboutR-366308RAM SHORT PLAT PORTION OF THE SW 1/4 OF THE SE 1/4 OF SEC. 9 TWN. 23 N., RNG 5 E., WM� I MON IN — SITE BENCH,,\ _ NE 6th STREET ET ��1514'S88'57'07 "�/90.75' S88 °57 0/ 7/ L =38.69 r - - - - - - - - - , F- - -T-n= 4.-4 ' LLIJ Delta = 88'3'56" T-* i It R =25.00 I LOT 2 b ti LOT 1 fl 4,666. s.f. pi m 5,013. s.f. 0 4 'd- S79- 53'37 "E 82.29' �R'NL 55 5j5" I ' T i EX HOUSE! ' LO 3 1,351 sq.ft. ! ) I o I _ �I J� i L0 Lo In DO I+) L___ — __— _____J o rn I � _ o i LOT 4 0 p 5,770. s.f. ! LO I! Lo I N 0 S89'08'47 "E 0 MEAS�. S89 "06'05 "E H-- ---------- - - - --' 2648.09' o _ S8859'19'� 115 -45'_ o 0 u 26.00' 15' TREE RESERVATION EASEMENT o i LOT 5 0 I 5,774. s.f. 10' SANITARY � I— i O EASEMENT i - i, - - - - - - - - - - - - - - - - - O H _ - S8859'19'� L15.52'_ _ _ I 0 I ',i j LOT 6 ! iv !' 6,933. s.f. I o I' I S88'59'19 "E ------------------ 115.61 Ld Z I I �i 10' SANITARY EASEMENT > ' STONE LANE PLAT a S 1/4 COR SEC. 9 15' SANITARY SEWER w0 C.O.R. MOM #1502 ACCESS EASEMENT 2" BRASS DISC W /PUNCH ON zo 4" CONC FILLED PIPE IN CASE NE 4th STREET 1324.06' MEASi S89'08'47 "E 2648.12' MEAS�. S89 "06'05 "E 0 0 2648.09' C.O.R.II I I i J v I n n � 'o 0 L r d Lil LLJ r I a U Lo LLn Co 26.00' MmAREA TO BE DEDICATED 9,924 sq.ft. w w I � I z SE COR SEC. 9 C.O.R. MON #1503 1/8- COPPER PIN IN CONCRETE MON. DOWN 0.7' IN CASE. SCALE GRAPHIC SCALE w 0 15 w 60 120 ( IN FEET ) 1 inch = 30 Pt LUA 07 -140 SHPL NE 6TH ST Q SITE z N. Q z� o NE 4TH ST GREENWOOD CEMETARY SURVEY NOTES: VICINITY MAP s , INSTRUMENT: TOPCON GPT 3000W TOTAL STATION 7 METHOD USED: FIELD TRAVERSE WITH ACTUAL z FIELD MEASUREMENTS AND ANGLES `m „ WAC 332 - 130 -090 DATE OF SURVEY: JUNE 2007/ SEPTEMBER 2012 BASIS OF BEARING: SOUTH LINE OF THE SE 1/4 LEGEND OF SECTION 9 -23 -5 (N89'08'48 "W) a z BENCHMARK: CITY OF RENTON MON #1503 0 PK NAIL FOUND 1/8" PIN IN CONCRETE MON n EX MON IN CASE IN CASE AT THE INTERSECTION OF UNION AVE NE AND NE 4th STREET ® EX REBAR / PIPE W ' ELEVATION = 401.02' (NAVD88) AS NOTED W �' SITE BENCHMARK: FOUND LEAD AND TACK IN CONCRETE MON Z $ N IN CASE AT THE INTERSECTION OF NE 6th ST SET REBAR & CAP `. AND QUEEN AVE NE QUARTER CORNER ELEVATION = 391.33' (NAVD 88) SITE DATA SECTION CORNER TOTAL AREA - 44,503 SQUARE FEET(1.02 AC) zzi � g STREET R/W AREA - 9,585 SQUARE FEET (0.22 AC) O i ZONE - R8 PROPOSED NUMBER OF LOTS - 6 g n DENSITY = 7.5 DU /ACRE 0 i LEGAL DESCRIPTION: THE NORTH HALF OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF THE nOUTHEAST QUARTER OF SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, EXCEPT THE WEST 525 FEET THEREOF AQUIFER PROTECTION NOTICE THE LOTS CREATED HEREIN FALL WITHIN ZONE 2 OF RENTON'S AQUIFER PROTECTION AREA AND ARE SUBJECT TO THE REQUIREMENTS OF THE CITY OF RENTON ORDINANCE #4367 AND AS AMENDED BY ORDINANCE NO. 4740. THIS CITY'S SOLE SOURCE OF DRINKING WATER IS SUPPLIED FROM A SHALLOW AQUIFER UNDER THE CITYS SURFACE. THERE IS NO NATURAL BARRIER BETWEEN THE WATER TABLE AND GROUND SURFACE. Rm36608 EXTREME CARE SHOULD BE EXERCISED WHEN HANDLING ANY LIQUID SUBSTANCE OTHER THAN WATER TO PROTECT FROM CONTACT WITH THE GROUND SURFACE. IT IS THE HOMEOWNERS RESPONSIBILITY TO PROTECT THE CITY'S DRINKING WATER. Cl COVER SHEET C2 TEMP EROSION CONTROL PLAN C3 TECP DETAILS C4 GRADING AND STORM PLAN C5 STORM SYSTEM NOTES & DETAILS C6 STORM SYSTEM NOTES & DETAILS C7 SANITARY SEWER PLAN C8 SANITARY SEWER NOTES & DETAILS C9 WATERL SYSTEM PLAN C10 WATER SYSTEM NOTES & DETAILS C11 STREET LIGHTING PLAN C12 STREET LIGHTING NOTES & DETAILS C13 TREE RETENTION PLAN L1 LANDSCAPING PLAN NOTE: EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL; AND HORIZONTAL LOCATION OF ALL EXISTING UNDER- GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 1 -800- 424 -5555 "AS- BUILT" NOTE: "AS- BUILT" IS BASED ON AN ACTUAL FILED SURVEY PERFORMED BY TOLIMA ENGINEERS AND LAND SURVEYORS AND INFORMATION SUPPLIED BY THE CONTRACTOR. THE "AS- BUILT" INFORMATION ARE NOTED BY HAND ON THE ORIGINAL MYLAR. RECOMMENDED FOR APPROVAL ov 5 (o (o'3 0 0 DATE DATE DATE DATE DATE L�� N �6Y aZ i- Lu V 0 U g 1 n O� y C m y z s .p �Z0 O m rW H W 0 0 0 u 26.00' I a U Lo LLn Co 26.00' MmAREA TO BE DEDICATED 9,924 sq.ft. w w I � I z SE COR SEC. 9 C.O.R. MON #1503 1/8- COPPER PIN IN CONCRETE MON. DOWN 0.7' IN CASE. SCALE GRAPHIC SCALE w 0 15 w 60 120 ( IN FEET ) 1 inch = 30 Pt LUA 07 -140 SHPL NE 6TH ST Q SITE z N. Q z� o NE 4TH ST GREENWOOD CEMETARY SURVEY NOTES: VICINITY MAP s , INSTRUMENT: TOPCON GPT 3000W TOTAL STATION 7 METHOD USED: FIELD TRAVERSE WITH ACTUAL z FIELD MEASUREMENTS AND ANGLES `m „ WAC 332 - 130 -090 DATE OF SURVEY: JUNE 2007/ SEPTEMBER 2012 BASIS OF BEARING: SOUTH LINE OF THE SE 1/4 LEGEND OF SECTION 9 -23 -5 (N89'08'48 "W) a z BENCHMARK: CITY OF RENTON MON #1503 0 PK NAIL FOUND 1/8" PIN IN CONCRETE MON n EX MON IN CASE IN CASE AT THE INTERSECTION OF UNION AVE NE AND NE 4th STREET ® EX REBAR / PIPE W ' ELEVATION = 401.02' (NAVD88) AS NOTED W �' SITE BENCHMARK: FOUND LEAD AND TACK IN CONCRETE MON Z $ N IN CASE AT THE INTERSECTION OF NE 6th ST SET REBAR & CAP `. AND QUEEN AVE NE QUARTER CORNER ELEVATION = 391.33' (NAVD 88) SITE DATA SECTION CORNER TOTAL AREA - 44,503 SQUARE FEET(1.02 AC) zzi � g STREET R/W AREA - 9,585 SQUARE FEET (0.22 AC) O i ZONE - R8 PROPOSED NUMBER OF LOTS - 6 g n DENSITY = 7.5 DU /ACRE 0 i LEGAL DESCRIPTION: THE NORTH HALF OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF THE nOUTHEAST QUARTER OF SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, EXCEPT THE WEST 525 FEET THEREOF AQUIFER PROTECTION NOTICE THE LOTS CREATED HEREIN FALL WITHIN ZONE 2 OF RENTON'S AQUIFER PROTECTION AREA AND ARE SUBJECT TO THE REQUIREMENTS OF THE CITY OF RENTON ORDINANCE #4367 AND AS AMENDED BY ORDINANCE NO. 4740. THIS CITY'S SOLE SOURCE OF DRINKING WATER IS SUPPLIED FROM A SHALLOW AQUIFER UNDER THE CITYS SURFACE. THERE IS NO NATURAL BARRIER BETWEEN THE WATER TABLE AND GROUND SURFACE. Rm36608 EXTREME CARE SHOULD BE EXERCISED WHEN HANDLING ANY LIQUID SUBSTANCE OTHER THAN WATER TO PROTECT FROM CONTACT WITH THE GROUND SURFACE. IT IS THE HOMEOWNERS RESPONSIBILITY TO PROTECT THE CITY'S DRINKING WATER. Cl COVER SHEET C2 TEMP EROSION CONTROL PLAN C3 TECP DETAILS C4 GRADING AND STORM PLAN C5 STORM SYSTEM NOTES & DETAILS C6 STORM SYSTEM NOTES & DETAILS C7 SANITARY SEWER PLAN C8 SANITARY SEWER NOTES & DETAILS C9 WATERL SYSTEM PLAN C10 WATER SYSTEM NOTES & DETAILS C11 STREET LIGHTING PLAN C12 STREET LIGHTING NOTES & DETAILS C13 TREE RETENTION PLAN L1 LANDSCAPING PLAN NOTE: EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL; AND HORIZONTAL LOCATION OF ALL EXISTING UNDER- GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 1 -800- 424 -5555 "AS- BUILT" NOTE: "AS- BUILT" IS BASED ON AN ACTUAL FILED SURVEY PERFORMED BY TOLIMA ENGINEERS AND LAND SURVEYORS AND INFORMATION SUPPLIED BY THE CONTRACTOR. THE "AS- BUILT" INFORMATION ARE NOTED BY HAND ON THE ORIGINAL MYLAR. RECOMMENDED FOR APPROVAL ov 5 (o (o'3 0 0 DATE DATE DATE DATE DATE L�� N �6Y aZ i- Lu V 0 U g 1 n O� y C m y z s .p �Z0 O m rW H W SE COR SEC. 9 C.O.R. MON #1503 1/8- COPPER PIN IN CONCRETE MON. DOWN 0.7' IN CASE. SCALE GRAPHIC SCALE w 0 15 w 60 120 ( IN FEET ) 1 inch = 30 Pt LUA 07 -140 SHPL NE 6TH ST Q SITE z N. Q z� o NE 4TH ST GREENWOOD CEMETARY SURVEY NOTES: VICINITY MAP s , INSTRUMENT: TOPCON GPT 3000W TOTAL STATION 7 METHOD USED: FIELD TRAVERSE WITH ACTUAL z FIELD MEASUREMENTS AND ANGLES `m „ WAC 332 - 130 -090 DATE OF SURVEY: JUNE 2007/ SEPTEMBER 2012 BASIS OF BEARING: SOUTH LINE OF THE SE 1/4 LEGEND OF SECTION 9 -23 -5 (N89'08'48 "W) a z BENCHMARK: CITY OF RENTON MON #1503 0 PK NAIL FOUND 1/8" PIN IN CONCRETE MON n EX MON IN CASE IN CASE AT THE INTERSECTION OF UNION AVE NE AND NE 4th STREET ® EX REBAR / PIPE W ' ELEVATION = 401.02' (NAVD88) AS NOTED W �' SITE BENCHMARK: FOUND LEAD AND TACK IN CONCRETE MON Z $ N IN CASE AT THE INTERSECTION OF NE 6th ST SET REBAR & CAP `. AND QUEEN AVE NE QUARTER CORNER ELEVATION = 391.33' (NAVD 88) SITE DATA SECTION CORNER TOTAL AREA - 44,503 SQUARE FEET(1.02 AC) zzi � g STREET R/W AREA - 9,585 SQUARE FEET (0.22 AC) O i ZONE - R8 PROPOSED NUMBER OF LOTS - 6 g n DENSITY = 7.5 DU /ACRE 0 i LEGAL DESCRIPTION: THE NORTH HALF OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF THE nOUTHEAST QUARTER OF SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, EXCEPT THE WEST 525 FEET THEREOF AQUIFER PROTECTION NOTICE THE LOTS CREATED HEREIN FALL WITHIN ZONE 2 OF RENTON'S AQUIFER PROTECTION AREA AND ARE SUBJECT TO THE REQUIREMENTS OF THE CITY OF RENTON ORDINANCE #4367 AND AS AMENDED BY ORDINANCE NO. 4740. THIS CITY'S SOLE SOURCE OF DRINKING WATER IS SUPPLIED FROM A SHALLOW AQUIFER UNDER THE CITYS SURFACE. THERE IS NO NATURAL BARRIER BETWEEN THE WATER TABLE AND GROUND SURFACE. Rm36608 EXTREME CARE SHOULD BE EXERCISED WHEN HANDLING ANY LIQUID SUBSTANCE OTHER THAN WATER TO PROTECT FROM CONTACT WITH THE GROUND SURFACE. IT IS THE HOMEOWNERS RESPONSIBILITY TO PROTECT THE CITY'S DRINKING WATER. Cl COVER SHEET C2 TEMP EROSION CONTROL PLAN C3 TECP DETAILS C4 GRADING AND STORM PLAN C5 STORM SYSTEM NOTES & DETAILS C6 STORM SYSTEM NOTES & DETAILS C7 SANITARY SEWER PLAN C8 SANITARY SEWER NOTES & DETAILS C9 WATERL SYSTEM PLAN C10 WATER SYSTEM NOTES & DETAILS C11 STREET LIGHTING PLAN C12 STREET LIGHTING NOTES & DETAILS C13 TREE RETENTION PLAN L1 LANDSCAPING PLAN NOTE: EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL; AND HORIZONTAL LOCATION OF ALL EXISTING UNDER- GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 1 -800- 424 -5555 "AS- BUILT" NOTE: "AS- BUILT" IS BASED ON AN ACTUAL FILED SURVEY PERFORMED BY TOLIMA ENGINEERS AND LAND SURVEYORS AND INFORMATION SUPPLIED BY THE CONTRACTOR. THE "AS- BUILT" INFORMATION ARE NOTED BY HAND ON THE ORIGINAL MYLAR. RECOMMENDED FOR APPROVAL ov 5 (o (o'3 0 0 DATE DATE DATE DATE DATE L�� N �6Y aZ i- Lu V 0 U g 1 n O� y C m y z s .p �Z0 O m rW H W NOTE: EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL; AND HORIZONTAL LOCATION OF ALL EXISTING UNDER- GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 1 -800- 424 -5555 "AS- BUILT" NOTE: "AS- BUILT" IS BASED ON AN ACTUAL FILED SURVEY PERFORMED BY TOLIMA ENGINEERS AND LAND SURVEYORS AND INFORMATION SUPPLIED BY THE CONTRACTOR. THE "AS- BUILT" INFORMATION ARE NOTED BY HAND ON THE ORIGINAL MYLAR. RECOMMENDED FOR APPROVAL ov 5 (o (o'3 0 0 DATE DATE DATE DATE DATE L�� N �6Y aZ i- Lu V 0 U g 1 n O� y C m y z s .p �Z0 O m rW H W