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HomeMy WebLinkAboutzR-3663SetRAM 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 EX CB -TYP I RIM EL= 390.47- INV EL= 389.27 EX SSMH RIM EL = 390.58 —INV EL = 380:48 i I DN SHT. 3 DATE O EXIST. CATCH BASIN i RIPRAP ROCK PR07EC77ON i II 0 I W NEW CATCH BASIN — z z – FILTER FABRIC SILT FENCE �N F7L7ER FABRIC PR07FC77ON �z �g i O� I CLEARING LIMIT MU MULCH AREA AFTER CLEARING IS II I -------------- ----- EX CB -TYP I RIM EL= 388.63 INV EL= 386.98 EX CB -TYP I RIM EL =38 INV EL= 384.51 EX SSMH RIM EL = INV EL = I � (n i I L r ti 1 III 1 1 i II ; 1 1 II i PORTION OF THE SW 1/4 OF THE SE 1/4 OF SEC. 9 TWN. 23 N., RNG 5 E., WM LUA 07- 140 -SHP I GRAPHIC SCALE 20 ° 10 20 w 80 .a EX CB -TYP I IN FEET ) RIM EL= 391.40 ii I 1 inch = 20 ft. n INV EL= 387.60 n n I EX CB -TYP 2 3 ' RIM EL= 391.02 _ EL= 383.01 E -W 1 INV EL= 386.02 NW / 3 EX CB LEGEND DECIDUOUS TREE - TO BE REMOVID INV EL= 387.00 NE I I I RIM EL =-395-52F-\ I I I \ INV EL = 381.89 ❑ EX �CH BASIN TYPE 7 DECIDER S TREE 7 - To BE REMOVED / TYPE 2 - -� o IX _ - _ _ _ HEDGE TREE - TO BE RETAINED CATCH BASIN ° DECIDUOUS TREE 70 BE RETAINED WATER VALVE FER FIRE HYDRANT ,C\ LEAw RING LI_MIT_ S w_ ' (l ® T R�MRR R/GATO VALVE unurrPO CE WATER BLOW OFF F- GUY POLE E E N A V E N E CONSTRUCTION ENTRANCE S00' 20'01 "E_ 657.47'(CALC) _ m TELEPHONE CABINET o MAIL BOX 7-6 ' - - �"'� ® CABLE TV CABINET CLA ROCKERY MON IN - TIO 0 SE - _ - - - . ' o °e °o °o °0 00 - - - - -- 1V 'r7 -_ ID GAS VALVE ® yy/RFACECBR SS MONUMENT KER TO REM VED TO BE REM ° ° °o ° °000 OO GAS ELEPHONE MANHOLE 0 PK NAIL REFER TO TEMP PLAN 3 Z, p i, o °o °o° `� - - F / l�l7 o = _ _ _ _ _ _ _ _ _ _ _ _ © POMER VAULT p FOUND REBAR &CAP y r_ 5 PING OCK—RY ° I @ LIGHT POLE OR IRON PIPE TO BE REMOVED N 00017 11 W oe ° ° < _ -_ # YARD LIGHT cps OUAR7ER CORNER ,; 00 000 0 MONITORING WELL 64.46 L =38.69 4.87' 50.01' 50.01' ° °�} _ °° 2� PEDESTRIAN PUSH BUTTON POLE SECnON CORNER - n SIGH/ - - - - - - EX WATER LINE POST 0000000 °0 °0 °0° °� Tan . =2442 TWO 0000 000S/GN IX SAN /TARP SEWER LINE >' ` \ Dejta= 88'39' N �� °� 4 o °c °o° o o° ' ® 7RAf79C JUNCnON BOX Ex STORM LINE _ - _ IRON FENCE .0 N – – – – r – – – – – – – – – i r v _ EX" HOUSE ' j .... � oho 0000 l 1 00000e000 .,I .1351 soft L1J 5r I L[1 000000000 .... 0000000000 . _ FLT c �' I - 4OX52 PAD OX50 ° °eeeeeeee , LOT 1 40X52 ' _ `� 07- - "LL.I 5,013 s f. I� WI , I Lul i I LOT C I w LL.I I �_ _ 4 5,774. s. f. - V W L - - r n - > 7_9' I t s. f. I I 6.933. s. f. � ... - S00'1214 E 79.0 ( LOT 3 1 , �;m/, �, I 0 Lo �.. - - - - - - - _ ` 6,763. s.f. ; 1 Oo 1 D-00 00 �\ C'i� uD a I CC/in �� 100 ` O OC co LOT 2/ _ rn Cpu F ER FABkIT rENCE w 4666. s.� _ _ ��C _x _x – – _x – 7(– -- Z — a –� – - - -- - - - – – – – – – – – – - - - - -- - - -- — / — — — - -- — � 50.01' 50.6f, N' M1 �D 0.01' CL' N00'1214' W' 303.85' FARING LIMITS I I8 T I 1 I I l f I I I R=366309 "AS- BUILT" NOTE: -wwwTv "AS– BUILT" IS BASED ON AN ACTUAL FILED SURVEY PERFORMED BY TOUMA 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 BY LEGEND DETAILS LOCATED DN SHT. 3 DATE O EXIST. CATCH BASIN o00000000g000goo RIPRAP ROCK PR07EC77ON BY FILTER FABRIC PR07EC77ON 0 0 W NEW CATCH BASIN — z z – FILTER FABRIC SILT FENCE �N F7L7ER FABRIC PR07FC77ON �z �g O� ^N CLEARING LIMIT MU MULCH AREA AFTER CLEARING IS INTERCEPTOR SWALE "AS- BUILT" NOTE: -wwwTv "AS– BUILT" IS BASED ON AN ACTUAL FILED SURVEY PERFORMED BY TOUMA 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 BY DATE BY DATE BY DATE BY DATE BY DATE AG- R--,�c0 (a 3Oq Cr z 1 O C m z N F— z N w 0 0 W W �N �z �g O� ^N g` w Z >- Q Q f 0 ol tl,� N O O I n rn z 1 O C m z ` F— z �z a� x0 w 0 0 ao �N �z z w Z >- Q Q C 0 W N O O I n rn y 1 J C m z ` �z a� x0 0 0 V.i EROSION CONTROL NOTES 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE CONSTRUCTION MEE7ING MUST BE HELD WITH 774E CITY OF RENTON DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEERS. 2. ALL LIMITS OF CLEARING AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD AND OBSERVED DURING CONSTRUCTION. 3. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND /OR OTHER CONSTRUCTION TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND /OR CONSTRUCTION IS COMPLETED AND POTENTIAL FOR ON -SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION /SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITTEE. 4. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITTEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO INSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITTEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY HIS ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 5. APPROVAL OF THE PLAN IS FOR EROSION /SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES. 6. DURING THE TIME PERIOD OF NOVEMBER 1 THROUGH MARCH 31, ALL PROJECT DISTURBED SOIL AREAS GREATER THEN 5,000 SQUARE FEET, THAT ARE TO BE LEFT UNWORKED FOR MORE THAN TWELVE (12) HOURS, SHALL BE COVERED BY MULCH, SODDING, OR PLASTIC COVERING. 7. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION AND WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD OF 30 DAYS OR MORE, ALL DISTURBED AREAS MUST BE IMMEDIATELY STABILIZED WITH MULCHING, GRASS PLANTING OR OTHER APPROVED EROSION CONTROL TREATMENT APPLICABLE TO THE TIME OF YEAR IN QUESTION. GRASS SEEDING ALONG WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THROUGH SEPTEMBER INCLUSIVE. SEEDING MAY PROCEED, HOWEVER, WHENEVER IT IS IN THE INTEREST OF THE PERMITTEE, BUT MUST BE AUGMENTED WITH MULCHING, NETTING, OR OTHER TREATMENT APPROVED BY THE CITY OF RENTON, OUTSIDE THE SPECIFIED TIME PERIOD. 8. FOR ALL EROSION /SEDIMENTATION CONTROL PONDS WHERE THE DEAD STORAGE DEPTH EXCEEDS 6 INCHES, A FENCE, A MINIMUM OF 3 FEET HIGH IS REQUIRED, WITH 3:1 SIDE SLOPES. 9. A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE 30' X 50' X 8" OF 4" - 6 INCH QUARRY SPALLS SHALL BE LOCATED AT ALL POINTS OF VEHICULAR INGRESS AND EGRESS TO THE CONSTRUCTION SITE. 3 EWEN 1. COMDITIOMOFMME 1.1. TIE WNOFFTNATE STMLLSEPFD TEFORAISTOTN0RN111ETS DONNbiOPEAND WTIHN 600 FEETO Ap5T1RBED OR CONB1R11CT10H AREA,INLESS NTERSTLEGTCFMASNVIML BE CONVEYED TOA8EDMENT FDIOORTRM. 12 ANY BE II6ED ANYWISE ATTTIE APPMfANI'B pIBCREfIONTO PROTECT ORANAOE SYSTEM! 1d 11E CONTRIBUTNti DRAIIAME AREAMOSTIIOTBE LAR9BtTWW 1ACRE. 2 OOIB11 MIp NRAWTIp1YNfIGlION6 21. FILTER FABRICIBOlYA3AVA: D WETS PdONO VALNDT BEATRAFFlC CONCERN AND INHERE SLOPE EROSION WILL NOT RESULT RTHE CUfIB 6OVB[TOPPEDBY POIOFD WATER 22 TIEPLACBBNIOFAFLTEM FABMC UNDER ORATESIBOBERNlY f'ROHBREO ALTO THE 115E OF FLIER FABRIO OVER GRATES IB SRUCILV lMl ®MO06COIRAOFD. a AMANIBINx'E arA1WID11 31. ANYA%MIIAATED BEDNBlT 011 OR AROIItD STET PROIECiTON 3HIML BE REMOVED xMEOIATELY .SEDYMEM SHNI NOT BE REMOVED WITH WATlRANOALLSEDIBITYUSTSE OIBPOBEDOF AS FLL ON STIE OR NAUID OFF SfTE. PUBUC WORKS FILTER PA HM PROTECTION STD' PIiN - 216.20 DEPARTMENT MARCH 2008 .IMIBNFLTEPFI81lC9MLLBE0rIID AT FOSI31gE STNIq pxE IMli4, t11 � sImMVFf@IO0u39Wra mlWr ro�renFO.3 NgFASffl 5P105FYL1H 606 (gN1YFAM6 roeNM3FeAClaonWlFn BS2y YFYY YAe BY1AOl WAEaI mWNMMC Caruaro 91RBnIXFA9eI.IxFD rwAMnA•r1Ero1 1WOP111TFfY1wTm Nnli£bti ZM'Nd.IIMSI$8IF8fElfF � FCY'le, !SIAM M FAINNFNT 1. CONOIf=W ME 1.1. SLTFENDEIMYBEUSEDOOMI6LDPE OFALLpSITRBEDAREAS. 12 SLTFENCEISNDTNTENOEO TDTREAT CONCIBIITIAIED FLONB, NORMS MENDED TO TREAT SIIBSTANINLANOKNOB OOVEfSAIp FLOW. ANY CONCBtf RATED FLOAN MDE T BE CDNVEYEp TIxtO11GH THE DRANIAOE SYSTEM TO A SFDM3IT TRAP CR FOLD. 2 DEMGx AIO NBTAUTxN BPECROAIIDNg 21. THE GEOTEMLE IISFD MOSTNETTHE STAIOARD LLSTEO BELLOW.ACOPY OF iIE YAIAIFACNRERTi FABRIC SPECIFICATIONS MOST BE AVAILABLE ON SITE. Aa IAmATNIW sImMVFf@IO0u39Wra mlWr tAAB1D1v1EHIXMWRIXI AIMd®t 5P105FYL1H 606 (gN1YFAM6 WAI9IFMTMIry pB! BS2y YFYY w"1NV1[STNiw V1ARNP1� 1016MAiO101MSRfMNfAYOi W 1016 MM. (41 STY W p SA9Nirt FAiK MY1NSMewuTNN nYIAM WIWNfMAIEIBIn1MQ 41Y AYYX 22 STANDARD STRENGT tAAB1D1v1EHIXMWRIXI AIMd®t BPACINGMAYBERE 2A MERETHEFENCEI 24. IFATYPICN.BILTFE W IS NELL BURIED AIO W FENCE 3. IIIiI1IEI11AI1fE BTAMIMR 3.1. AHY DAIAAOE SHALL 3.2 IF CONCBNMTED F 3.3. IT IS NPORTANTTO, THEN CAUSING CNA SEDIMEN STHE N. 3.5 FILTER FABII IF THE FRTEft FABItN PUBUC WORKS SILT FENCE DEPARTMENT NOG Oft CLOSER POST NCE B INCHES OF THE SILT FENCE BB OR UNDERMINE THE SILT BREAKDOWN. IT SHML M REPLACED. STD. PIAN - 214.00 LUA 07- 140 -SHP � pavEwArsswueevAV ®ror1EmIF sS � oFAawTT+nBro NFTAw1nMff TNM �,.ro mlcmiclnxelmurz.roAwo fA' / owA'atioF,xEwvnvAr RNr1WTTE B -mrM F3naviceTx cwowlAnaorlWr NNds BAYNwrIMFVM a r NSiA11 pREWAY pAVB1r i rKJE nARflAfnlf6 tlfW FpFeHl. A9 FFR OIYNOIDS(M6VVS PdWMNV SEMIS OWT:AE IS WI rltl0F2S � 9� AOV®EFLLLYOIIIOF i. IMOIY INfiREBgE(x£%NFA I . CONDITION OF USE 1.1. CONSTRUCTION ENIRWCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE. 2 DESIGN AND INSTALLATION SPEC /iCAmous 2.1. NOG FUEL(WODDBASEDMIILCH) MAYBESUBSTITUTED FORORCOMBNIED WITH WARRYSPALLS W ARESTHATWILL BOTSEUSED FOR PERMANENT ROADS. HOG FUEL IS NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN URBAN ARE A& THE INSPECTOR MAY ATANYTMEREOURETHEUSEOFOUMMSPALLS FTHE HOG FUEL IS NOT PREVENTING SEONEt1TFRlMI BENIGTRACKEDDONTO PAVEMENT OR IF THE HOG FUEL IS BEING CARRIED ONTO PAVEMENT. 22. FENCING SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE. 23. WHENEVER POSSIBLE. THE ENTRANCE SHAL BE CONSTRUCTED ONAFIRM. COMPACTED SUBGRAOE. THIS CAN SUBSTANTIALLY INCREASE THE EFFECINENESS OFTHE PAD AND REMCE THE NEED FOR MANIEWWCE. 1 MAINTENANCE STANDARDS 3.1. QUARRY SPATS SWILL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. 32. IF THE ENTRANCE IS NOT PREVENTN(S SEDIMENT BEING TRACI(:D ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO IIT•EP THE STREETS FREE OF SEDIENT SHALL BE USED. THIS MAY INCLUDE STREET SWEEPING. M INCREASE N THE DNEN310NS OFTHE ENTRANCE, OR THE INSTALLATION OF THE WHEEL WISH. R WASHING IS USED, IT SHALL BE DONE ON AN AREA COVERED WITH CRUSHED RDCIL AND WASHED WATER SHALT. DRAM! TO A SEDIMENT TRAP OR POND. 3.3. ANY SEDIMENT THAT IS TRACIMO ONTO PAVEMENT SHALL. BE REMOVED IMMEDIATELY BY SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON SITE THE PAVEMENT WALL NOT BE CLEANED BY WASTING OOLAN THE STREET, EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS ATHREAT TO PUBLIC SAFETY. IF IT NECESSARY TO WASH THE STREETS, A SMALL SUMP MUST BE CONDUCTED. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP MERE IT CAN BE CONTROLLED AND DISCHARGED APPROPRIATELY. 3A. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IIEDIATELY. 3.5. IF VEHICLES ARE ENTERING OR EXITING THE SITES AT POINTS OTHER THAN T CONSTRUCTION ENTRANCE(S). FENCING SHALL BE INSTALLED TO CONTROLTRAFFIO. ®PUBUC WORKS STABILIZED STD. PIAN - 215.10 �.� DEPARTMENT CONSTRICTION BNT'RANCE MARCH 2008 i GIIIBTENVIESTPFDNNDH A51M ]BDP3I MN. tAAB1D1v1EHIXMWRIXI AIMd®t 3N MA[. MA{EN WASTSfRTNGR1 A31MD3' M mP51 MN. Rat AmA A6 us. sTANaum LEVty R- 366310 RECOMMENDED FOR APPROVAL BY BY BY BY BY DATE DATE DATE DATE DATE 3 to NE P1 y A gWL W� 3' W W) W W z� Lij � O O N H W NE P1 ry 0 0 I n rn y A gWL C Tm.-I z G m � z� Lij � rl/ W c O O Z Q N N Ld W S G Q of Z 0^^ EL W ry 0 0 I n rn /}6,: 2 -3�(a y A C Tm.-I z G m � z� 1 � rl/ W /}6,: 2 -3�(a 1, R ALLOEIANCES !�� WiItlAL .aaaar TINA rarTM a9FO,�DOR RAN611CflElE ,P Au rasr,.LrPE ,r W N ts,D.svac aecml C� 50YO wNLPVC ,r tsm.srEC.aec,11n1 Q mofa>_w,uvNC ,r ryTO. soEC.aaa,T(ztl 0 Ncnru I. AaaotalxWb Nenlaa ore b belebasllevvn In the PRECAST EASE SECTION, f6 (Pbrd aeendb9 b Sa SWp SpxJllmlbm),w Ylae mesh heAV a,I'AIa,l11a BIBa of 0.129eII9Ie lndlec W ba shat ba red aSh IhB niiaan mlpAm mbm ela blot ALTERNATIVE PRECASTEASEBECIION. vaemed,ehrro Wplsrdbda z. me badeln d�,nterahea nor he V,edetlhr 20'. lDbdalb ehd heveaaY Wdv,a®d2'mNYnunb2S marinum. PmNdea lS �rSap=abfmWed stlq�papAw�N,WoY da Wan Ia'fe„daN SpetllraSOn 9a4a. 3. The madvr depth km ft teatl,ed 9mde to the bAealplpa overt al,d ee s. 4. Thera,ee 19mb mat be YNbled wWltla Sel19edpa,I. S. Tim P,eo.t Ere SecEon m have a mulMed floor, anti as vane may Ce Hoped eta nab d 1:24 orebepel. S. The apetiC ahNl»I,MNelaed etbe bpame permtber sec0pn. T. NpUWh stwL Ere Wm fddbtbe brb hr been Placed. S. 9 MSpatll 9M:s.W ba eelM morbrin ermdelwe aMM1 e NOTE, ALT911ATIVE PNRCY YKaECIIEN PUBLIC WORKS CATCH BASIN TYPE 1 DEPARTMENT STD. PLAN - 200.00 MARCH 2008 r -e"I \ I I / L ,b- e. err vx (roT xaiem x ®crop PLAN NEW CATCH BASIN CUTTER PAN s Ip- °0rwme v a Ve 3 (nr Nnu®N r coq sECnoH a,R iT a w,u ea� .N� SECTION 0 nra uaI ox «u:T (wr Ncuom N m mv) axe exo cuTrtx CEMENT CONCRETE CURB AND GUTTER PLAN SHEET 1 OF 1 ADOPTED CRT OF NENTVN ♦ a STANDMD PIANS Lot DATE: 04104 DWG. NAME: F001 SP PAGE: /I Utility Smditcabons Surface Water Drainage Notes and Specifications THESE NOTES SHALL APPEAR ON PROTECTS FOR THE SURFACE WATER UTILITY. 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE - CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENT'ON PLAN REVIEWER. 2. All construction shall be in accordance with the 1996 Standard Specifications for Road, Bridge and Municipal Construction prepared by WSDOT and the American Public Works Association (APWA), as amended by the City of Renton Public Works Departrnenk. 3. The surface water drainage system shall be constructed according to the approved plans, which are on file in the Public Works Department Any deviation from the approved plans will require written approval from the City of Renton Public Works Department, Surface Water Utility Section. 4. A copy of these approved plans must be on the job site whenever construction is in progress. S. Datum for Vertical Control shall be North American Vertical Datum 1988 Meters, and for Horizontal Control shall be North American Datum 1983 /1991 Meters unless otherwise approved by the City of Renton Public Works Department Reference benchmark and elevations are noted on the plans. 6. All sedimentation/erosion facilities must be in operation prior to clea ring and building consbuction, and they must be satisfactorily maintained until construction Is completed and the potential fo on -site erosion has passed. 7. All retention /detention facilities must be installed and in operation prior to or in conjunction with all construction activity unless otherwise approved by the Public Woks Deparftnent, Surface Water Utility Section. B. Grass seed may be applied by hydroseeding. The grass seed mixture, other than City of Renton approved standard mixes, shall be submitted by a Landscape Architect and approved by the Public Works Department, Surface Water Utility Section. 9. All pipe and appurtenances shall be laid or a properly prepared foundation in accordance with Section 7 -02.3(1) of the current Slate of Washington Standard Specification fo Road and Bridge Construction. This shall include necessary leveling of the tench bottom or the top of the foundation material, as well as placement and compaction of required bedding material, to uniform grade so that the entire length of the pipe will be supported or a uniformly dense, unyielding base. All pipe bedding shall be APWA Class "C", with the exception of PVC pipe. All trench back ill shall be compacted to ny 'nimunr95% for pavement and structural fill and 90% otherwise per ASTM D-1557-70. Pea gravel bedding shall be 6 inches over and under PVC pipe. 10. Galvanized steel pipe and aluminized steel pipe fo all drainage facilities shall have asphalt treatment #1 or better inside and outside. 11. Structures shall not be permitted within 10 feet of the spring line of any storm drainage pipe, or 15 feet from the top of any channel bank. 12. All catch basin grates shall be depressed 0.10 feet below pavement level. 13. Open cut road crossings through existing public right of way will not be allowed unless specifically approved by City of Renton Plannirg /Building/Public Works Administrator. 14. Rode fo erosion protection of roadside ditches, where required, shall be of sound quarry rack placed to a depth of one (1) That and must meet the following specifications: 4 - 8 inch rock / 40 - 70% passing; . 2 - 4 inch rock / 30 - 40% passing; and less than 2 inch rock / 10 - 20% passing. 15. All building downspouts and footing drains shall be connected to the storm drainage system, unless approved by the City plan reviewer or Surface Water Utility Section. An accurately dimensioned, certified as -built drawing of this drainage system will be submitted to the City upon completion. 16. Issuance of the building or construction permits by the City of Renton does not relieve the owner of the continuing legal obligation and /or liability connected with storm surface water disposition. Further, the City of Renton does not accept any obligation for the proper functioning and maintenance of the system provided during construction. 17. The Contractor shall be responsible for providing adequate safeguard, safety devices, protective equipment, fiaggers, and any other needed actions to protect the life, health, and safety of the public, and to protect property in connection with the perfomwnce of wok covered by the contract. Any work within the traveled right of way that may interrupt normal traffic flow shall require a traffic control plan approve by the Public Works Department, Transportation Systems Division. All sections of the WSDOT Standard Specifications 1 -07 -23 Traffic Control shall apply. 18. Special drainage measures will be required if the project location is within the aquifer protection area (APA). %WMIri 0 +00 1 +00 NE 6TH STREET SCALE: HORIZ 1 " =20' VERT 1 " =10' 26' � ► 16' 0.5' _ 6 1 .E 14'f 2_O;S_-_-�_ PAVING NOTE THE PAVING PLAN WILL COMPLY WITH THE CITY OF RENTON'S TRENCH RESTORATION AND STREET OVERLAY STANDARDS J V O D: SAW CUT 6" MIN FROM EDGE OF PAVEMENT, - MATCH TO EXISTING PAVEMENT EDGE R -36631 I 2.0% 4" COMPACTED DEPTH CLASS B' ASPHALT - 2 LIFTS REQUIRED 6" COMPACTED DEPTH - CRUSHED SURFACING TOP COURSE 12" GRAVEL BASE AS NEEDED - QUEEN AVE. NE 25 16'- 14'± 2. OX 4" COMPACTED DEPTH CLASS B" ASPHALT - 2 LIFTS REQUIRED 12" GRAVEL BASE AS NEEDED 6" COMPACTED DEPTH - CRUSHED SURFACING TOP COURSE 12" GRAVEL BASE AS NEEDED NE 6TH S TREE T RECOMMENDED FOR APPROVAL BY BY BY BY BY 0 4 rn® 2 +00 C gal OJ M SAW CUT 6" MIN FROM ED- 6F PAVEMENT, MATCH TO EXISTING PAVEMENT EDGE 0.5' 1 2.0% DATE DATE DATE DATE DATE • u y A g LUA 07- 140 -SHPL W N 1 C� 50.00• VC cT' tZT Q Z 0 Z W Z5 (I O � z "K Q Z O Ln +- N rn PVI STA = 1 +75 .. M 400 - -- - - -- - -- - - - -- -E PV - 400 V ELEV 992:06 w 4.19 > W 1 7:43 m m EX PRG= PROPOSE "PROFILE - -..- .-- --- - - -. .. - - - - - -I 390 - _- -_. - - - - -._ -_.. - 3.24% - --- - - - -- - -- -. -- - - - --- - -- -� 390 E16L--12"O HOPE STA 37, 15.5`RT 380- --- - - - --- - -C-B#I- YP I - ..- - - - - -- - -- - -._._.... - - - -- - - - - -- - -- ___._ __..-- ---- -___... __...- -: 380 RIM 3 6:511 DATUM ELEV _. :.: _. INV 3 4.51 - -- :_ -.: - %WMIri 0 +00 1 +00 NE 6TH STREET SCALE: HORIZ 1 " =20' VERT 1 " =10' 26' � ► 16' 0.5' _ 6 1 .E 14'f 2_O;S_-_-�_ PAVING NOTE THE PAVING PLAN WILL COMPLY WITH THE CITY OF RENTON'S TRENCH RESTORATION AND STREET OVERLAY STANDARDS J V O D: SAW CUT 6" MIN FROM EDGE OF PAVEMENT, - MATCH TO EXISTING PAVEMENT EDGE R -36631 I 2.0% 4" COMPACTED DEPTH CLASS B' ASPHALT - 2 LIFTS REQUIRED 6" COMPACTED DEPTH - CRUSHED SURFACING TOP COURSE 12" GRAVEL BASE AS NEEDED - QUEEN AVE. NE 25 16'- 14'± 2. OX 4" COMPACTED DEPTH CLASS B" ASPHALT - 2 LIFTS REQUIRED 12" GRAVEL BASE AS NEEDED 6" COMPACTED DEPTH - CRUSHED SURFACING TOP COURSE 12" GRAVEL BASE AS NEEDED NE 6TH S TREE T RECOMMENDED FOR APPROVAL BY BY BY BY BY 0 4 rn® 2 +00 C gal OJ M SAW CUT 6" MIN FROM ED- 6F PAVEMENT, MATCH TO EXISTING PAVEMENT EDGE 0.5' 1 2.0% DATE DATE DATE DATE DATE • u F 0 y A g m z N W N 1 C� NIOr► tZT Q Z Z W Z5 (I O � z "K Q Z O W "K Nz a M F 0 N O O I y A g m z N W J 1 C� NIOr► tZT Q Z O � z Q O W � Nz N O O I y A m z 1>3 1 5 m y °n 00 NIOr► tZT n r' W PORTION OF THE SW 1/4 OF THE SE 1/4 OF SEC. 9 TWN. 23 N., RNG 5 E., WM LUA 07- 140 -SHP , EX CB —TYP RIM EL= 391.40 INV EL= 387.60 � u EX CB —TYP I I ��� EX CB —TYP 2 RIM EL =390.4 I RIM EL= 391.02 INV EL- 389.27 I i ❑ EL= 383.01 E —W INV EL= 386.02 NW RIM SEL1H390'A ' INV EL= 387.00 NE / INV EL = 380:48' - - -- w _ w - - - -- - p w 2 +00 ' h ACR 1B,1C,1D I ROCKERY TO BE REMOVED '$EE DETAIL REFER TO TEMP PLAN S T C6 -13 4— i jJ 64.4L='38.69 , Tah =24.42 Delta =88 39'5f� EX CB —TYP I - ' _ ___ — — R =' 5.00i I Dik CI —tQQ R2 I N ! I — QUEEN AVE NE TOTAL IMPERVIOUS PAVEMENT 7700sa. 54.87' STA 3 +00, 4'RT PAVING NOTE RELOCATE SIGN THE PAVING PLAN WILL COMPLY WITH THE CITY OF RENTON'S TRENCH RESTORATION AND STREET OVERLAY STANDARDS GRAPHIC SCALE so 0 m 20 a eo EX NV EL = 381.89 I ( IN FEET ) 1 inch 20 ft v 5 .01' 50. 1';' r r c I i SOW& WE 57.47' 5 +00 (CALC) � _ _ 5 +60.72 lT 1 N - 15' SANITARY SEWER ACCESS EASEMENT TRIM EL = 372.57 - -- INV EL =367�� 1 +00 2 +00 3 +00 QUEEN AVENUE NE SCALE: HORIZ 1 " =20' VERT 1 " =10' 4 +00 5 +00 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 rLJK HrrKUVHL BY DATE BY DATE BY DATE BY DATE BY DATE P\ 19>' 12 - 36Co3IZ v! v! v 0 o zz �zp n w s Z J CL n W 0 � Z � Q O N O 0 I n m (Ton L Nul WTH IM: IV SEE NOTE 1 CEMENT CIXlpR1E SLOPE (TYP) TI CURB & GUTTER PLAN NEW (SEE VOTE 3) PLAN MEIN CEMENT IYYN'JTTE DRIVEWAY ENTRANCE TYPE 1 NOT TO SCALE RALF (SEE CONTRACT) RAMP mENi COIDE. IE PE Rfbd R o� arm (ttP) CEMENT CONCRETE 3/8" E%PANSION JOINT (TYp.) SIDEWALK SECTION O (SEE SM. PIAM F -3) 304 TRACT NIT CONCRETE SIDEWALK u 6' -0" 6' -0' EPRESSED CURB & WiIER ONES (SEE NOTE 3) — 3/6" EXPANSION .RXNT (Tie.) (SEE SM. PLAN F -3) /."Ay SECTION O (BY OTHERS) 1/2 "X4" EXPANSION MATERIAL 1 /4TR AT JOINTS CEMENT CONCRETE DRIVEWAY ENTRANCE TYPES L 2, 3, & 4 Sheet 3 OF 6 ADOPTED •� CITY OF MOTION STANDNN PLANS IST D/.TR: 04/04 DWG. NAME: F004 -2 SP PAGE: F004.2i 1/2 "X4' EXPANSION MATERIAL 1 /4'R AT JOINTS GEM. CONC. CURD AND GUTTER SCORE LINES TO BE RADIAL TO CURB AND GUTTER + W 1/2 "X4" EXPANSION MATERIAL 1 /4'R AT JOINTS SCORE LINES 'W'-WIDTH OF SIDEWALK 1/2 "X5" EXPANSION 1 /4 "/FT. SLOPE MATERIAL CURB RETURN ONLY 1/2 "R 1 /4 "/FT. SLOPE 1/2'R 4 1 /2'R PAVEMENT AS PER PLANS 4' 1 PAVEMENT AS PER PLANS STANDARD CEM. CONC. PARKWAY STANDARp GEM. CURB AND GUTTER CONC. CURB AND CUTTER SECTION A —A SECTION B —B SEE SHEET 2.5.1 FOR ROADWAY OEVELOPMENT STANDARDS GENERAL NOTE& .oxm Dualr aNls sINL E HAL4o wr 10 pl0® u• e/c Rw .. "x ms, mel xpr E Its 11MX one• N 11NOgMLSS AK slru E IXWk[m r moW nW arITER LeE tn' 11RM airs suu. E AA® AT NL ono ells At vacNn IR DiOFIR AIO SNAIL ErzlvA r WqE rNE SN EWNN M TO E RA® /LWSr THE 01® NO OVTIpI 1E ANN, sMLL E A Oaks JO NC T/Yl s EIDNtl01 AUDI AL . es M/Ltp dem P ;i lO r•.T.s AT AM C NB sk . 1/Y M. W1FAK 9WL E RA® ATE EORM $CWNX Pyp_ RE 01OFIE as FOR BEY 9MM pyTIDl TO TE NEON m 6 gAis N (J /4j am NN wnueANwr. lE MM1fTE I NNL NAVE A Wnn Ms+ WM 4L b¢S IMNNG A 2 1/2' TpaLFD FlNSH. 9RQ.K 49N'KnON 9WL E iR (NKFWID iY0C1UD. TYPICAL SIDEWALK ADOPTED CRY OF 1®RON .. STANDARD PM2d15 13T W'18: 04104 DWG. NAME: F007 SP PAGE:1`007 LUA 07- 140 -SHPL DETECTABLE WARNING PATTERN (SEE DETALL)� 3/8' EXPANSION JOINT (TYP.) (SEE STD. PLAN F -3) J CROSSWALK (TYP.) (SEE STD. PLAN H -5c) 3/8" EXPANSION JOINT (TYP.) (SEE SM. PLAN F -3) DETECTABLE WARNING PATTERN (SEE DETAIL) ..claL Wow tt/uNr u FOR N RAMP TYPES ES 1 to R- 1C. 1D NOTES, 1. Awid placing drainage structures• junction boxes or other obstructions in hint of ramp access areas 2. Detectable warning patterns may be created by any method that will aceiew the mumbled dome dimensions and spacing known. 3. Curb and gutter anon, ses the Contract Plans far the curb design specified Sae Std. Plan F -1 for curb details. 4. The plan weed for SIDEWALK RAMP TYPES M. 10 & M are preversed to define each romp type. See the RAMP DETAIL an this seeeL See Std. Plan F -3 for sidewalk pint placereent and details. 5. Ramp seeks stet not be steeper tmd 12H:1V.. SIDEWALK RAMP 6. The dardWer shall prowde to the City the curb bop type, Imation, elewtiom, and profiles on the TYPES IA, IB. IC & 1D submitted plans of each of the curb rumps within the project w The pbMds shel peosMe onougb mfOrmotion he determine the croak daps and runnng elopes of a «h curb exate and .ul be checked fp AGA SHEET i OF 3 pmp6amn ADOPTED ® CITY UI RE NOR rNDA PIANO Orr DAM or /Or M e TE REVISION y pR DWG. NAME: F010 SP PAGE: FO10 2" CLAS *2•• TO 6" C OR C MIN MIN MIN MINI MIN 2" CLASS 6.5• MIN. -I 2" DEPTH OF GRIND OR SAWCUT AND REMOVE 6.5' MIN. 1' 1' 2.5' 1' 1' MIN MIN MIN I MINIM11N CRUSHED ROCK, FLOWABLE FILL OR AS REQUIRED BY ENGINEER * FOR MINIMUM STANDARDS. SEE DWG# HR -05, SP PAGE H032 OF CURB OR OF PAVEMENT ENTER LINE OR ANE LINE S. D SURFACING TOP COURSE TYPICAL TRANSVERSE PATCH FOR FLEXIBLE PAVEMENT ADOPTED * ®♦ CITY OF 1•IILTN STANDARD PI = an: a2 /05 /os DWG. NAME: H032 -1 SP PAGE: H032.1 5 2-1/2" �I L=J STD 90" BRACKET OR 360 ADJUSTABLE BRACKET IF REQUIRED. C ✓I PIPE CAP 2" GALVANIZED STEEL PIPE - CEMENT 1 -1/2' CONCRETE 3' 5 /BM 1_1/2• MINUS CRUSHED ROCK 42" MAX 24" MIN 6%WE 8 I 8• -6• 2' WIN CLEARANCE FROM FACE OF CURB. 10' ANN CLEARANCE T NO CURB. GROUND MOUNTED STREET NAME SIGNS ADOPTED CRY OF R N ND PIANN Lilly M Lilly DATN: w /Or DWG. NAME: G013 SP PAGE:GO13 PUBLIC WORKS EIHOLE FAMILY ROOF DOVIMISSPOVT DEPARTMENT INFILTRATSON TRENCH BSD. PLAN - 2252D MARCH 2008 - 366313 RECOMMENDED FOR APPROVAL BY DATE BY DATE BY DATE BY DATE BY DATE H w3' r2. 3Gr.313 g 3 N Q O �'K vv m Sy q■ � 3 ~ 2 O cl cI i f� 6 -0" VALUES - I W. (SEE DOWIRACT)f 6'-0" 3/8' ETO'ANSION (SEE SI JcNT V. PLAN F -3) r CEMENT CONCRETE PEDESTNUA CURB (1 (W11E11 SFEpFSO IN (SEE S1D. iIAN F -1 CEN W _J I o I Z b 0 oQ V) Nul WTH IM: IV SEE NOTE 1 CEMENT CIXlpR1E SLOPE (TYP) TI CURB & GUTTER PLAN NEW (SEE VOTE 3) PLAN MEIN CEMENT IYYN'JTTE DRIVEWAY ENTRANCE TYPE 1 NOT TO SCALE RALF (SEE CONTRACT) RAMP mENi COIDE. IE PE Rfbd R o� arm (ttP) CEMENT CONCRETE 3/8" E%PANSION JOINT (TYp.) SIDEWALK SECTION O (SEE SM. PIAM F -3) 304 TRACT NIT CONCRETE SIDEWALK u 6' -0" 6' -0' EPRESSED CURB & WiIER ONES (SEE NOTE 3) — 3/6" EXPANSION .RXNT (Tie.) (SEE SM. PLAN F -3) /."Ay SECTION O (BY OTHERS) 1/2 "X4" EXPANSION MATERIAL 1 /4TR AT JOINTS CEMENT CONCRETE DRIVEWAY ENTRANCE TYPES L 2, 3, & 4 Sheet 3 OF 6 ADOPTED •� CITY OF MOTION STANDNN PLANS IST D/.TR: 04/04 DWG. NAME: F004 -2 SP PAGE: F004.2i 1/2 "X4' EXPANSION MATERIAL 1 /4'R AT JOINTS GEM. CONC. CURD AND GUTTER SCORE LINES TO BE RADIAL TO CURB AND GUTTER + W 1/2 "X4" EXPANSION MATERIAL 1 /4'R AT JOINTS SCORE LINES 'W'-WIDTH OF SIDEWALK 1/2 "X5" EXPANSION 1 /4 "/FT. SLOPE MATERIAL CURB RETURN ONLY 1/2 "R 1 /4 "/FT. SLOPE 1/2'R 4 1 /2'R PAVEMENT AS PER PLANS 4' 1 PAVEMENT AS PER PLANS STANDARD CEM. CONC. PARKWAY STANDARp GEM. CURB AND GUTTER CONC. CURB AND CUTTER SECTION A —A SECTION B —B SEE SHEET 2.5.1 FOR ROADWAY OEVELOPMENT STANDARDS GENERAL NOTE& .oxm Dualr aNls sINL E HAL4o wr 10 pl0® u• e/c Rw .. "x ms, mel xpr E Its 11MX one• N 11NOgMLSS AK slru E IXWk[m r moW nW arITER LeE tn' 11RM airs suu. E AA® AT NL ono ells At vacNn IR DiOFIR AIO SNAIL ErzlvA r WqE rNE SN EWNN M TO E RA® /LWSr THE 01® NO OVTIpI 1E ANN, sMLL E A Oaks JO NC T/Yl s EIDNtl01 AUDI AL . es M/Ltp dem P ;i lO r•.T.s AT AM C NB sk . 1/Y M. W1FAK 9WL E RA® ATE EORM $CWNX Pyp_ RE 01OFIE as FOR BEY 9MM pyTIDl TO TE NEON m 6 gAis N (J /4j am NN wnueANwr. lE MM1fTE I NNL NAVE A Wnn Ms+ WM 4L b¢S IMNNG A 2 1/2' TpaLFD FlNSH. 9RQ.K 49N'KnON 9WL E iR (NKFWID iY0C1UD. TYPICAL SIDEWALK ADOPTED CRY OF 1®RON .. STANDARD PM2d15 13T W'18: 04104 DWG. NAME: F007 SP PAGE:1`007 LUA 07- 140 -SHPL DETECTABLE WARNING PATTERN (SEE DETALL)� 3/8' EXPANSION JOINT (TYP.) (SEE STD. PLAN F -3) J CROSSWALK (TYP.) (SEE STD. PLAN H -5c) 3/8" EXPANSION JOINT (TYP.) (SEE SM. PLAN F -3) DETECTABLE WARNING PATTERN (SEE DETAIL) ..claL Wow tt/uNr u FOR N RAMP TYPES ES 1 to R- 1C. 1D NOTES, 1. Awid placing drainage structures• junction boxes or other obstructions in hint of ramp access areas 2. Detectable warning patterns may be created by any method that will aceiew the mumbled dome dimensions and spacing known. 3. Curb and gutter anon, ses the Contract Plans far the curb design specified Sae Std. Plan F -1 for curb details. 4. The plan weed for SIDEWALK RAMP TYPES M. 10 & M are preversed to define each romp type. See the RAMP DETAIL an this seeeL See Std. Plan F -3 for sidewalk pint placereent and details. 5. Ramp seeks stet not be steeper tmd 12H:1V.. SIDEWALK RAMP 6. The dardWer shall prowde to the City the curb bop type, Imation, elewtiom, and profiles on the TYPES IA, IB. IC & 1D submitted plans of each of the curb rumps within the project w The pbMds shel peosMe onougb mfOrmotion he determine the croak daps and runnng elopes of a «h curb exate and .ul be checked fp AGA SHEET i OF 3 pmp6amn ADOPTED ® CITY UI RE NOR rNDA PIANO Orr DAM or /Or M e TE REVISION y pR DWG. NAME: F010 SP PAGE: FO10 2" CLAS *2•• TO 6" C OR C MIN MIN MIN MINI MIN 2" CLASS 6.5• MIN. -I 2" DEPTH OF GRIND OR SAWCUT AND REMOVE 6.5' MIN. 1' 1' 2.5' 1' 1' MIN MIN MIN I MINIM11N CRUSHED ROCK, FLOWABLE FILL OR AS REQUIRED BY ENGINEER * FOR MINIMUM STANDARDS. SEE DWG# HR -05, SP PAGE H032 OF CURB OR OF PAVEMENT ENTER LINE OR ANE LINE S. D SURFACING TOP COURSE TYPICAL TRANSVERSE PATCH FOR FLEXIBLE PAVEMENT ADOPTED * ®♦ CITY OF 1•IILTN STANDARD PI = an: a2 /05 /os DWG. NAME: H032 -1 SP PAGE: H032.1 5 2-1/2" �I L=J STD 90" BRACKET OR 360 ADJUSTABLE BRACKET IF REQUIRED. C ✓I PIPE CAP 2" GALVANIZED STEEL PIPE - CEMENT 1 -1/2' CONCRETE 3' 5 /BM 1_1/2• MINUS CRUSHED ROCK 42" MAX 24" MIN 6%WE 8 I 8• -6• 2' WIN CLEARANCE FROM FACE OF CURB. 10' ANN CLEARANCE T NO CURB. GROUND MOUNTED STREET NAME SIGNS ADOPTED CRY OF R N ND PIANN Lilly M Lilly DATN: w /Or DWG. NAME: G013 SP PAGE:GO13 PUBLIC WORKS EIHOLE FAMILY ROOF DOVIMISSPOVT DEPARTMENT INFILTRATSON TRENCH BSD. PLAN - 2252D MARCH 2008 - 366313 RECOMMENDED FOR APPROVAL BY DATE BY DATE BY DATE BY DATE BY DATE H w3' r2. 3Gr.313 g 3 N Q O �'K vv m Sy q■ � 3 ~ 2 O cl cI i IN O I y A G E7 zit re Z0_ D w O key Z 11 cy W -33 W f� W _J Z 0 oQ V) vl Z IN O I y A G E7 zit re Z0_ D w O key Z 11 cy W -33 W EX SSMH —RIM EL = 390.$8 INV EL = 380:48' i o/ _ /______ -- r0 �p - N --- - - - - -- o ; t +BSO, APPROXIMATE EXISTING `1 LOCATION OF 8'X6-TEE ¢ INV EL = 379.62' !' PORTION OF THE SW 1/4 OF THE SE 1/4 OF SEC. 9 TWN. 23 N., RNG 5 E., WM LUA 07- 140 -SHPL Ir Ir T I,- 11.;= Ir II rl " n II rl °F rl O r , w �w 2 +00 I/ WICR 1B1C1D I( II '$EE DETAIL __ I llII; SHEET C6 -13 Ih' r; r I i I r / s I N' I r r r , v N :, 0 : i , I ^J J I I/ Vli In r Lu , 0 ; ao , r J ~ _ N \� zo I F1 r I; r I �I w � � I I I I 'U EX SSMH I �r 30' RIM EL = 387.02' INV EL = 374.42' I ,^� ( 64.46 L�138.69 Tan =24.42 Delta= 88.39'5 n R =25.00 c 1 +89.0, 2 .0' RT CUT EXISIN 6" SS TO n 1 `,,% X HOUSE D 6 "SS 38 58' 1�`J r l EL = 48LF'I6 "SS 0 S =?1.07 f"01 � I LOT 1\ i I 5,013. s.f. \ 1---3 I FF EL =386.0 1 -- — — J col STA , J 48" SSMH -TYPE I RIM EL= 383-50± 383.59' INV EL= 376.119 --8" 374.70' INV I 374.86' r I , I i II a N --- - - - - -- o ; t +BSO, APPROXIMATE EXISTING `1 LOCATION OF 8'X6-TEE ¢ INV EL = 379.62' !' PORTION OF THE SW 1/4 OF THE SE 1/4 OF SEC. 9 TWN. 23 N., RNG 5 E., WM LUA 07- 140 -SHPL Ir Ir T I,- 11.;= Ir II rl " n II rl °F rl O r , w �w 2 +00 I/ WICR 1B1C1D I( II '$EE DETAIL __ I llII; SHEET C6 -13 Ih' r; r I i I r / s I N' I r r r , v N :, 0 : i , I ^J J I I/ Vli In r Lu , 0 ; ao , r J ~ _ N \� zo I F1 r I; r I �I w � � I I I I 'U EX SSMH I �r 30' RIM EL = 387.02' INV EL = 374.42' I ,^� ( 64.46 L�138.69 Tan =24.42 Delta= 88.39'5 n R =25.00 c 1 +89.0, 2 .0' RT CUT EXISIN 6" SS TO n 1 `,,% X HOUSE D 6 "SS 38 58' 1�`J r l EL = 48LF'I6 "SS 0 S =?1.07 f"01 � I LOT 1\ y I 5,013. s.f. \ 1---3 I FF EL =386.0 1 -- — — J col 5uu iZ 14 t iy.ui - - - - - - \ 1 - �\S6�Q 1 \ Qp .-- LOT 2 6x ( a C �'" 1 4,666. s.f. , I FF EL= 384.00 .- — STA 1 +391 L I 25LF -6" SSS, ® S=2.0% MIN L – – INV EL -379 77' 375.36' 390 380 STA 3 +00, 4'RT RELOCATE SIGN 3 I I I I I I I GRAPHIC SCALE 20 0 10 20 ra w IN ___________ ___ ( FEET ) m me F---- 20—Tt. 381 ttl___ stn II EEN AVE NE II 3+ 0 4 GO o 50040 01 E ¢57.47'(CALC) N' _ 5 +00 1 5 +60 72 - - r � w y_ �— 1 _ r + � w T� � N , ' • ,�,� r ,rl,� 1 I,T I rrrr rrrr r.'., r r n 2:79.31'W I,. , •, ,,,, r,,, r,•ff, I,If,,, ' Ili__ ------------ 1111 „dr �,,,�• � ��� A I 54.87' 5 .01' 50. 1' _ \\` %I — — r 5 SANITARY SEWER r — – – – – – – j - -�I o° ACCESS EASEMENT i If /r — — — — — i EX/ HOU E I > u.i I / 1,351 s .ft. 1_ - 40X52 PAD 1 -LIP- -4-0--X 0 PAD 40 2 PAD ____. -_.. .. W LOT i �f ,� - -._r I� ACCESS ROAD CE _ LOT 4 Jam• �I- 5,774. s.f__�i rn, LOT 6 I T N %? FF EL= 382.00 II " ;� - _ - Ib1q FF EL =380.00 1 •rn +Y 5770 sf ° a °JI s. �OVERED LOT �M / FF-Et -3800 I� NM Ir I / PORT 6.763. s.. ,,, �' �- �� rI rrONE FF EL =38 00 a w I // +el I +° JI i NLANEYPLATEMENT �� d Nz , tiIo _ t~i1�L -� v1 r°ZI - 2+00 T - -_- ._ 11, +03.8 - - - - _ _ _ _ - - GOLF -8- VC, S- _ _ 4_�7 - - 50.01' 50.01' ,o 5 60_01_' - -° N0092'14 "W - 303.85' I 15' TR�E RESERVATION 10' SAN�{TARY EASEMENT ' EASEMENT I I I J I I I r, COTRAC(((�0 LOCATE AND EX NO EX. 8" SS STUB 0 LR H T NEW 48" SSMH. o��oe WAs STA 3 +00, CTR -- 48" SSMH – TYPE-{ z RIM EL-375!b 375.30' INV EL= 365.90 MATCH INV OF EXTENDED 8" STUB 9470 "AS- BUILT" NOTE: L "AS- BUILT" IS BASED ON AN ACTUAL FILE9,SURVEY PERFORMED BY TOUMA ENGINEERS AND LAND SURVEYORS AND INFORMATION SUPPLIED BY THE CONTRACTOR. THE "AS- BUILT" INFORMATION ARE NOTED BY HAND ON THE ORIGINAL MYLAR. 390 380 _n�rC a STA- G' GTR _ -_ _ vino? _.. ��� pulp_. -_ W_ - - 370 -- _ -.. - 370 R=3663 14 =0+56. GTR- - - -. .. SS- PVC -S_- SrOW4 - - _ - - -- - _:-SSMH -TYPE f - _ - __ _.. -- -- _- _ CTR .... __ _.. - _._ L- 98'3:5.@ 383.59, _ -.- -_. -. -__ -- - -- + , SSMH — TYPE I -- - - -- ---- -_ _ -__ - - -- -ft =37! :18 =$" 374.70'._ -_ _ _. _ _ _ -._ _._ __ __ - -- --.. -._. -- - RIM EL -"-o715* 375.30' DATUM etev KV fL -5�z -6° 374:86' - - - INV EL- 365.90 sso.00 1 MATCH INV OF EXTENDED ° ^ N SCALE: HORIZ 1 " =20' °' a ° n n n VERT 1 " =10' RECOMMENDED FOR APPROVAL 0 +00 1 +00 2+00 3 +00 NOTE. By— DATE EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY SS EASMENT PROFILE BY DATE IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL; AND HORIZONTAL LOCATION OF ALL EXISTING UNDER- BY DATE GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN BY DATE HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. BY DATE CALL BEFORE YOU DIG: 1- 800 - 424 -5555 (/) u cn ct n m z u v a Q �8 ca OS l y 1 N F H y STA 0 +96, CTR J 48" SSMH -TYPE I RIM EL= 383-50± 383.59' INV EL= 376.119 --8" 374.70' INV EL= 395.27 =6" 374.86' 390 380 STA 3 +00, 4'RT RELOCATE SIGN 3 I I I I I I I GRAPHIC SCALE 20 0 10 20 ra w IN ___________ ___ ( FEET ) m me F---- 20—Tt. 381 ttl___ stn II EEN AVE NE II 3+ 0 4 GO o 50040 01 E ¢57.47'(CALC) N' _ 5 +00 1 5 +60 72 - - r � w y_ �— 1 _ r + � w T� � N , ' • ,�,� r ,rl,� 1 I,T I rrrr rrrr r.'., r r n 2:79.31'W I,. , •, ,,,, r,,, r,•ff, I,If,,, ' Ili__ ------------ 1111 „dr �,,,�• � ��� A I 54.87' 5 .01' 50. 1' _ \\` %I — — r 5 SANITARY SEWER r — – – – – – – j - -�I o° ACCESS EASEMENT i If /r — — — — — i EX/ HOU E I > u.i I / 1,351 s .ft. 1_ - 40X52 PAD 1 -LIP- -4-0--X 0 PAD 40 2 PAD ____. -_.. .. W LOT i �f ,� - -._r I� ACCESS ROAD CE _ LOT 4 Jam• �I- 5,774. s.f__�i rn, LOT 6 I T N %? FF EL= 382.00 II " ;� - _ - Ib1q FF EL =380.00 1 •rn +Y 5770 sf ° a °JI s. �OVERED LOT �M / FF-Et -3800 I� NM Ir I / PORT 6.763. s.. ,,, �' �- �� rI rrONE FF EL =38 00 a w I // +el I +° JI i NLANEYPLATEMENT �� d Nz , tiIo _ t~i1�L -� v1 r°ZI - 2+00 T - -_- ._ 11, +03.8 - - - - _ _ _ _ - - GOLF -8- VC, S- _ _ 4_�7 - - 50.01' 50.01' ,o 5 60_01_' - -° N0092'14 "W - 303.85' I 15' TR�E RESERVATION 10' SAN�{TARY EASEMENT ' EASEMENT I I I J I I I r, COTRAC(((�0 LOCATE AND EX NO EX. 8" SS STUB 0 LR H T NEW 48" SSMH. o��oe WAs STA 3 +00, CTR -- 48" SSMH – TYPE-{ z RIM EL-375!b 375.30' INV EL= 365.90 MATCH INV OF EXTENDED 8" STUB 9470 "AS- BUILT" NOTE: L "AS- BUILT" IS BASED ON AN ACTUAL FILE9,SURVEY PERFORMED BY TOUMA ENGINEERS AND LAND SURVEYORS AND INFORMATION SUPPLIED BY THE CONTRACTOR. THE "AS- BUILT" INFORMATION ARE NOTED BY HAND ON THE ORIGINAL MYLAR. 390 380 _n�rC a STA- G' GTR _ -_ _ vino? _.. ��� pulp_. -_ W_ - - 370 -- _ -.. - 370 R=3663 14 =0+56. GTR- - - -. .. SS- PVC -S_- SrOW4 - - _ - - -- - _:-SSMH -TYPE f - _ - __ _.. -- -- _- _ CTR .... __ _.. - _._ L- 98'3:5.@ 383.59, _ -.- -_. -. -__ -- - -- + , SSMH — TYPE I -- - - -- ---- -_ _ -__ - - -- -ft =37! :18 =$" 374.70'._ -_ _ _. _ _ _ -._ _._ __ __ - -- --.. -._. -- - RIM EL -"-o715* 375.30' DATUM etev KV fL -5�z -6° 374:86' - - - INV EL- 365.90 sso.00 1 MATCH INV OF EXTENDED ° ^ N SCALE: HORIZ 1 " =20' °' a ° n n n VERT 1 " =10' RECOMMENDED FOR APPROVAL 0 +00 1 +00 2+00 3 +00 NOTE. By— DATE EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY SS EASMENT PROFILE BY DATE IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL; AND HORIZONTAL LOCATION OF ALL EXISTING UNDER- BY DATE GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN BY DATE HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. BY DATE CALL BEFORE YOU DIG: 1- 800 - 424 -5555 (/) u cn ct n m z u v Q Q �8 allay OS l y 1 N F H y a N II Z �L CL Lu Ld O V ! 5 FQ- ` Z y A m z u v ''mrn n 0 allay O c� 1 H y W EX CB -TYP I6£ EX CB -TYP 2 RIM EL =390.4 RIM EL= 391.02 INV EL= 389.27 I I ❑ EL= 383.01 E -W EX SSMH ' I IN EL= 386.02 NW RIM EL = 390.,58 INV EL= 387.00 NE INV EL =380:48' (� Ll N , i - - - , , I, Ex ce -TYP I RIM EL= 388.63 INV EL= 386.98 / O i W W i \ I J � I, EX CB -TYP I I RIM EL =38 . INV EL= 384.51 I 'W I SSMH 3C 111111111 EL = 387.02' *V EL = 374.42' c sne 18' -24" w ZY TO BE REMC PORTION OF THE SIW 1 14 OF THE SE 1 14 OF SEC. 9 TWN. 23 N., PNG 5 F EX CB a I I RIM EL = fig; I INV EL _ 381.69 N _ � CIEEN AVE NE�� S00'20'01 "E 657.47'(CALC) _T w� ' - REFER TO TEMP PLAN PORTION OF SE - 3.2' TO BE REMOVED Ilk "p, \/ / 7 ----------------------- _ r _ __- N00'17'11 "W 279.37 i , 64.46 4.87' 50.01 '///'60.1 50.01 �2' - o L =38.69 Tan�24.42 a of Delta= 88'39'56 rnl -- -- - - - - -- -- --R =4.00 njl -- - - `ice r - - -- - - - - -' r, - - - / l(j E HO U E I - \ 1 1,351 'a .ft. OCt - - -- - / L0i I Q LOT , I �,� - �, -I �p�� a iI� ?/ I 5,013. s.f. I �' .3 4 -� ' _ 5,774. S.f. _ :f LOT 6 .-I ° s.f. - 6,933. s.f. S00' 1E 7" 9.07' I I '0n 0 LOT 3 00 i 1 & Yt 6.763. s.f. T� t17 ,k to � 9+ y \J • � 1�1 / l: " LOT 2 �, _ ;� t 'rn �1 a V (P -L- - 1 -- - - -J LC,)- ; 1 4.666. s.f. _ - -' - - �� i tr= Q � � 1 I/ 95.867 50.01 - 5 0. MAINTAIN BARRIER FENCE THROUGH OUT ENURE CONSTRUCTION PERIOD 2' OUTSIDE OF DRIP LINE 1 1 1 1 1 1 1 x� EX SSMH I� CONIFER TREE - TO BE REMOVED MAINTAIN BARRIER FENCE THROUGH OUT ENURE CONSTRUCTION PERIOD 2' OUTSIDE OF DRIP LINE 1 1 1 1 1 1 1 Os EX SSMH I� CONIFER TREE - TO BE REMOVED ❑ EX CATCH BASIN TYPE T root barrier so that top of barrier is 2" (5cm) °• O❑ EX CATCH BASIN TYPE 2 DECIDUOUS TREE- TO BE RETAINED ,,,,�I111i11 � � . a a WATER VALVE V CONIFER TREE - TO BE RETAINED -0 1 1 1 1 WATER METER 11011310 1112x2 FIR TREE STAKE ® IRRIGARON VALVE -0- U77UTY POLE 4 WATER BLOW OFF E- GUY POLE CD TELEPHONE CABINET o MAIL BOX © CABLE TV CABINET CDa3 ROCKERY ID GAS VALVE O 1 1 1 1 SURFACE BRASS MONUMENT Or TELEPHONE MANHOLE PK NAIL © 10' SPACING OC TREE PRESERVATION FENCING 1.5" GALVANIZED PIPE ® 10' O.C. TYP. DIRECT BURY 18 -24" INTO NATIVE SOIL 6' TEMPORARY CHAIN LINK FENCEING NATIVE SOIL SIGN TO BE INSTALLED - ON FENCE EVERY 50 FEET (MIN OF TWO SIGNS) I. NOQ"12'14 "W�,. - -I 303,85' 15' TREE PRESERVATION EASEMENT 6' HIGH CYCLONE TREE =�'1 PROTECTION FEENCE SEE SHEET C13 of 13 FOR DETAIL I ( , VT PIT 3 TIMES TBALL DIAM. AT TOP :E AT BOTTOM 2" LAYER BARK 2" DISHED EDGE FOLD BACK TOP R 3663 15 THIRD OF BURLAP 50 /50 TOPSOIL/ � NATIVE SOIL MIX SHRUB PLANTING DETAIL N.T.S. LUA 07- 140 -SHPL DECIDUOUS TREE #1 CHAINLOCK, LOCK & STAPLE TO STAKE (2) 2x2 FIR STAKES DRIVEN TO REFUSAL SET PLUMB & UNLIKE 2" LAYER BARK MULCH 2" DISHED EDGE PULL BACK BURLAP AND REMOVE WIRE BASKET 50/50 TOPSOIL/ NATIVE SOIL MIX NT PIT 3 TIMES ITBALL DIAM. AT TOP iv CE AT BOTTOM w TREE STAKING DETAIL N.T.S. dl IIL PLANT PIT 3 LEGEND a DECIDUOUS TREE - TO BE REMOVED Trish grade of curb ndII1111111111111i ROOTBALL DIAM. AT T TOP Os EX SSMH TWICE AT BOTTOM. IIIIIIIIIIi CONIFER TREE - TO BE REMOVED ❑ EX CATCH BASIN TYPE T root barrier so that top of barrier is 2" (5cm) °• O❑ EX CATCH BASIN TYPE 2 DECIDUOUS TREE- TO BE RETAINED ,,,,�I111i11 � � . a a WATER VALVE V CONIFER TREE - TO BE RETAINED -0 FIRE HYDRANT V sV^��, HEDGE ® WATER METER �✓ 1112x2 FIR TREE STAKE ® IRRIGARON VALVE -0- U77UTY POLE 4 WATER BLOW OFF E- GUY POLE CD TELEPHONE CABINET o MAIL BOX © CABLE TV CABINET CDa3 ROCKERY ID GAS VALVE O MON IN CASE ® GAS METER ® SURFACE BRASS MONUMENT Or TELEPHONE MANHOLE PK NAIL © PONE? VAULT a FOUND REBAR & CAP a LIGHT POLE OR IRON PIPE Y YARD LIGHT c: QUARTER CORNER 0 MON17ORING HELL (It may be nailed from the outside OF BURLAP & REMOVE Q PEDESTRIAN PUSH BUTTON POLE Subgrade compaction _ Compacted crushed base. SECTION CORNER �. SIGN - - - - - - EX WA TV? LINE �- TWO POST SIGN EX SANITARY SEVER LINE ® 7RAFFIC JUNC7701V BOX NATIVE SOIL MIX EX STORM LINE CONIFEROUS TREE STAKING -o -o- IRON FENCE VT PIT 3 TIMES TBALL DIAM. AT TOP :E AT BOTTOM 2" LAYER BARK 2" DISHED EDGE FOLD BACK TOP R 3663 15 THIRD OF BURLAP 50 /50 TOPSOIL/ � NATIVE SOIL MIX SHRUB PLANTING DETAIL N.T.S. LUA 07- 140 -SHPL DECIDUOUS TREE #1 CHAINLOCK, LOCK & STAPLE TO STAKE (2) 2x2 FIR STAKES DRIVEN TO REFUSAL SET PLUMB & UNLIKE 2" LAYER BARK MULCH 2" DISHED EDGE PULL BACK BURLAP AND REMOVE WIRE BASKET 50/50 TOPSOIL/ NATIVE SOIL MIX NT PIT 3 TIMES ITBALL DIAM. AT TOP iv CE AT BOTTOM w TREE STAKING DETAIL N.T.S. dl IIL PLANT PIT 3 Top of root bonier 2" (5cm) below Trish grade of curb ndII1111111111111i ROOTBALL DIAM. AT T TOP 1. Prepare base and subgrade Concretes g TWICE AT BOTTOM. IIIIIIIIIIi B. Trench to appropriate depth for installation of root barrier so that top of barrier is 2" (5cm) °• below finish grade of top of curb. Compacted crashed base ,,,,�I111i11 � � . a -. 4. Buckflll and compact to requirements. Subgrade compaction 5. Place form material against barrier (It may be dIlll�illllll CONIFEROUS TREE IIIIII�• � �' � g T apbonal use of UB 18 -2 1112x2 FIR TREE STAKE INSTALLATION SEQUENCE: �Y WITH DEEPROOT TREE ROOT BARRIER INSET INTO k' iIIIII 1. Prepare base and subgrade L nIIIIIIII �� I I 1 CHAIN LOCK, LOCK ! c "K installation of root barrier so that WHICH IS THEN COMPACTED. BARRIER IS SET �IIb. &STAPLE TO STAKE O SO THAT TOP EDGE WILL BE 2" (5CM) ABOVE finish grade of top of sidewalk (or COMPACTED BASE (or halfway between base halfway between top of compacted base and finish grade of SW). BARRIER RIBS IIIIIIIIII ���llllnuuu, 2" BARK MULCH FACE TOWARD TREE ROOTS. n �unmilullll Place root barrier in trench, vertical Concrete A 2" DISHED EDGE 4. bS UNFOLD TOP THIRD Place form material against barrier (It may be nailed from the outside OF BURLAP & REMOVE of the form) Subgrade compaction _ Compacted crushed base. WIRE BASKET 50/50 TOPSOIL/ NATIVE SOIL MIX 8 CONIFEROUS TREE STAKING f N.T.S. o Linear Application of DeepRoot Tree Root Barriers at Time of Installing Concrete Sidewalks and Curbs TYPICAL SECTION OF CURB AND GUTTER WITH DEEPR00T TREE ROOT HARRIER INSET INTO CONCRETE. BARRIER INSTALLED IN A TRENCH IN SUBGRADE WHICH IS THEN COMPACTED. BARRIER IS SEE SO THAT TOP EDGE WILL BE 2" (5CM) BELOW FINISH GRADE OF CURB, AND SET FLUSH WITH EDGE OF CURB. BARRIER RIBS FACE TOWARD TREE ROOTS. Top of root bonier 2" (5cm) below Trish grade of curb INSTALLATION SEQUENCE: 1. Prepare base and subgrade Concretes B. Trench to appropriate depth for installation of root barrier so that top of barrier is 2" (5cm) °• below finish grade of top of curb. Compacted crashed base 3. Place root barrier In trench, vertical ribs must face toward tree roots. 4. Buckflll and compact to requirements. Subgrade compaction 5. Place form material against barrier (It may be Typical DeepRoot UB 24-2, ' nailed from the outside of the form) apbonal use of UB 18 -2 TYPICAL SECTION OF CURB, GUTTER AND SIDEWALK INSTALLATION SEQUENCE: �Y WITH DEEPROOT TREE ROOT BARRIER INSET INTO bh .AG CONCRETE 1. Prepare base and subgrade L Trench to appropriate depth for BARRIER INSTALLED IN A TRENCH IN SUBGRADE installation of root barrier so that WHICH IS THEN COMPACTED. BARRIER IS SET top of barrier is 2" (5cm) below SO THAT TOP EDGE WILL BE 2" (5CM) ABOVE finish grade of top of sidewalk (or COMPACTED BASE (or halfway between base halfway between top of compacted base and finish grade of SW). BARRIER RIBS and finish grade of SW) FACE TOWARD TREE ROOTS. 3. Place root barrier in trench, vertical Concrete A ribs must face toward tree roots. 4. Backfilt and compact to requirements. 5. Place form material against barrier (It may be nailed from the outside ° of the form) Subgrade compaction _ Compacted crushed base. IMPORTANT NOTE Tree location mast align with 'as -bu18' center of barrier. "A„ Top of mot homer Y ° P m) blow finish grade of curb ° 5/8' (16mm)` ■ \ Typical DeepRoot UB 24 -2. Optional use of UB 18 -2. III Dee Root UB 1 2, Minimum 6 panels or 12 linear feet (3.66m). UB �8 -2 or LB 12 -2 f g� Z Z ,O LIJ LU Cr- vc1 C LLI Q � M o� 0 rn G y p z mm �ln0 O tzn r ' =3 H W